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Item 13 - Plans
HI G H L A N D HI C K O R Y ILUCIAN BRENDA MA R V I N JE L I C O T I M B E R L I N E SA N D H I L L LI M E R I C K WI L D E R N E S S SLEEPY HOLLOW CE D A R OA K FOREST LAKEVIEW T W I N C R E E K POST OAK CYPRESSCREEK HO L L A N D H I L L ESTE L L A W A Y CROSSTIMBER HIDDEN GLEN Higg i n s G I N G E R S U M M E R P L A C E DOVE ALAMO MI S S I O N SA N DIAMOND PEA R L PI N E LILAC CONTINENTAL OAK H U R S T WO O D RI D G E BR O O K RA N D O L M I L L HIGHLAND SH A D Y O A K S SAN SABA MI G U E L 3.3 PK W Y WOODBROOK GLENNMEADOW FOREST FLORENCE White Chapel Cemetery EMERALD 4.3 MA R A N T H A MI L L RANDOL HILLSIDE KINGSWOOD MO R G A N W O O D B R O O K PE Y T O N V I L L E AV E TEN GLEN COVE BAR B R A Z O S GREGG PECOS SAN JACINTO SO U T H RID G E DO N L E Y SABI N E SH I L O H ASCOTT CHURCH CHESNUT WH I T E S C H A P E L SA N J U A N LOVE-HENRY JOHNSON GREENWOOD CONTINENTAL GR A P E AR B O R COUNTRYSIDE PE Y T O N V I L L E 1709 1938 R E T S I N I M T S E W X E S S DOOWYDAHS K E R R C A G O T A R A S TNOMLEB NWODLEPAHC PL A N S F O R T H E C O N S T R U C T I O N O F W A T E R A N D S A N I T A R Y S E W E R , P A V I N G & D R A I N A G E I M P R O V E M E N T S T O S E R V E : N E W M U S I C C E N T E R A N D R E N O V A T I O N S F O R C A R R O L L S E N I O R H I G H S C H O O L To Serve ADAMS PROJECT NO. 2018.171 CIVIL ENGINEER ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD., SUITE 150 DALLAS, TEXAS 75019 CONTACT: TED A. MURDAY, PE PHONE: (817) 328-3200 OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: 817-949-8222 NEW MUSIC CENTER AND RENOVATIONS FOR CARROLL SENIOR HIGH SCHOOL SITE PLAN SUBMITTAL PACKAGE December 2018 SITE MAP SCALE 1" = 1 2 mi. IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS ARCHITECT HUCKABEE INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 LANDSCAPE ARCHITECT ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD., SUITE 150 DALLAS, TEXAS 75019 CONTACT: BEN HENRY, PLA PHONE: (817) 328-3200 8951 Cypress Waters Bld, Ste 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 TBPE Registration #: F-1002 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O 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 TED A. MURDAY, P.E.REGISTRATION No. 91918, ON 12/17/18 THIS DOCUMENT IS NOTTO BE USED FOR CONSTRUCTION PURPOSES CO V E R S H E E T SP-0 CTE LMG FI L E N A M E : S P - 0 C O V E R S H E E T . d w g PL O T T E D B Y : R o n a l d A l l e n PL O T T E D O N : M o n d a y , D e c e m b e r 1 7 , 2 0 1 8 PL O T T E D A T : 1 1 : 5 1 : 2 8 A M TAM 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 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n \ S P - 0 C O V E R S H E E T Sheet List Table Sheet Number Sheet Title SP-0 COVER SHEET SP-1 OVERALL SITE PLAN SP-2 SITE PLAN SP-3 GRADING & DRAINAGE PLAN SP-3.1 RECORD DRAINAGE AREA MAP SP-3.2 DRAINAGE DIVIDES - Q ALLOWED SP-3.3 PROPOSED DRAINAGE AREA MAP SP-4.0 UTILITY PLAN SP-5.0 PROPOSED TRAFFIC FLOW SP-6.0 SITE DETAILS L0.0 TREE CONSERVATION PLAN L0.1 TREE CONSERVATION NEW MUSIC CENTER PLAN L1.0 LANDSCAPE PLAN PROJECT LOCATION CASE NO.: ZA18-0058 1 2 3 3 2 1 2 0 1 9 LOT6R, BLOCK 6 PHASE C SOUTHRIDGE LAKES SOUTHRIDGE LAKES PHASE C-1 LOT4R1, BLOCK 6 CAB. A, SLIDE 3774 CAB. A, SLIDE 2199 LOT 5, BLOCK 6 PHASE C-1 SOUTHRIDGE LAKES SOUTHRIDGE LAKES PHASE C-1 BLOCK 6 CAB. A, SLIDE 657 1 2 3 4 5 6 1 0 1 1 2 0 2 1 9 8 2 2 2 7 2 8 3 C 2 A 3 C 2 MYERS MEADOW COMMON AREA CAB. A, SLIDE 1329 C A B . A , S L . 9 1 5 S T O N E L A K E S P H A S E I B L O C K 7 S T O N E L A K E S P H A S E 3 C A B . A , S L . 6 7 9 A B L O C K 7 3 3 3 4 2 3 CAB. A, SL. 2575 PARK PLACE B L O C K 2 3 5 3 6 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 2 3 3 3 1 B L O C K 2 2 9 R 1 2 CAB. A, SLIDE 3774 LOT 2 LOT 1 L O T 5 L O T 6 GRACE PRESBYTERIAN,USA V. 11705, p.158 MAYFAIR DRIV E C A M B R I D G E C R O S S I N G W A T E R F O R D D R I V E C O R P O R A T E C I R C L E S O U T H R I D G E L A K E P K W Y . STONEBURY DRIVE RICHMOND CT WEDGEWOOD CT S O U T H P E Y T O N V I L L E R O A D ( V A R I A B L E R I G H T - O F - W A Y ) WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) 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 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRE L A N E FI R E L A N E FIR E L A N E FIRELANE F I R E L A N E FIRELANE FI 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 FIRELANE F I 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 FIRELANE FIRE L A N E FI R E L A N E JOGGING TRAIL B B B B B B B B B B B B B B B B B B B B B B B B B B BB B B B B B B B BBBBBBBBBB BBBBBBBBBBBB B B B B B BB BBBB B BB B B B B PP P V V E E A FH FH FH FH FH SS SS T 9 6 4 4 3 2 6 . 5 ' BASEBALL FIELD SOFTBALL FIELDPRACTICE FIELDPRACTICE FIELD TRACK AND PRACTICE FIELD WO O D E D A R E A 1 5 ' U T I L I T Y E A S E M E N T 24' FIRE LANE 2 4 ' F I R E L A N E 2 4 ' F I R E L A N E 2 4 ' F I R E L A N E 2 4 ' F I R E L A N E 24' FIRE LANE 24' FIRE LANE 24' FIRE LANE 24' FIRE LANE P E R M A N E N T L A N D S C A P E E A S E M E N T 8 ' C O N C R E T E S I D E W A L K 8 ' C O N C R E T E S I D E W A L K 5 ' C O N C R E T E S I D E W A L K 1 5 ' U T I L I T Y E A S E M E N T E X . 8 ' H I G H P R I V A C Y F E N C E E X . 6 ' H I G H P R I V A C Y F E N C E E X . 8 ' H I G H P R I V A C Y F E N C E E X . 6 ' H I G H P R I V A C Y F E N C E 1 5 ' U T I L I T Y E A S E M E N T C O N C R E T E S I D E W A L K 5 ' C O N C R E T E S I D E W A L K A Q U A T I C S C E N T E R A D D I T I O N L O C K E R R O O M 1 0 ' x 5 0 ' L O A D I N G 6 ' C O N C R E T E S I D E W A L K 5 ' C O N C R E T E S I D E W A L K 5 ' C O N C R E T E S I D E W A L K 5 ' C O N C R E T E S I D E W A L K 5 ' S I D E W A L K 1 0 ' U T I L I T Y E A S E M E N T 1 0 ' U T I L I T Y E A S E M E N T 1 0 ' U T I L I T Y E A S E M E N T 1 0 ' U T I L I T Y E A S E M E N T 7 . 5 ' U T I L I T Y E A S E M E N T 1 5 ' U T I L I T Y E A S E M E N T 7 . 5 ' U T I L I T Y E A S E M E N T 1 0 ' U T I L I T Y E A S E M E N T 1 0 ' U T I L I T Y E A S E M E N T 1 5 ' D R A I N A G E E A S E M E N T D R A I N A G E E A S E M E N T 7 . 5 ' U T I L I T Y E A S E M E N T 7 . 5 ' U T I L I T Y E A S E M E N T 1 5 ' D R A I N A G E E A S E M E N T 7 . 5 ' U T I L I T Y E A S E M E N T 1 0 ' U T I L I T Y E A S E M E N T 2 0 ' U T I L I T Y E A S E M E N T U T I L I T Y E A S E M E N T 2 0 ' U T I L I T Y E A S E M E N T 1 0 ' x 2 5 ' L O A D I N G C O N C R E T E P A V E M E N T C O N C R E T E P A V E M E N T C O N C R E T E P A V E M E N T F D C 8 ' C O N C R E T E S I D E W A L K C O N C R E T E S I D E W A L K I N L E T I N L E T I N L E T I N L E T I N L E T I N L E T I N L E T I N L E T I N L E T I N L E T 1 0 ' B U F F E R Y A R D ( T Y P E C ) 1 0 ' B U F F E R Y A R D ( T Y P E C ) 1 0 ' B U F F E R Y A R D ( T Y P E C ) 1 0 ' B U F F E R Y A R D ( T Y P E C ) 5 ' U T I L I T Y E A S E M E N T 5 ' U T I L I T Y E A S E M E N T 1 0 ' U T I L I T Y E A S E M E N T 3 0 ' C O M M O N A C C E S S E A S E M E N T 1 0 ' U T I L I T Y E A S E M E N T 1 5 ' U T I L I T Y E A S E M E N T 1 5 ' U T I L I T Y E A S E M E N T D R A I N A G E E A S E M E N T FF=672.50 FF=670.60 F F = 6 7 1 . 5 0 1 S T O R Y B L D G M A X H E I G H T = 2 4 ' F F = 6 6 1 . 5 8 1 S T O R Y B L D G M A X H E I G H T = 1 7 ' F F = 6 6 2 . 5 0 1 S T O R Y B L D G M A X H E I G H T = 1 7 ' A U X . G Y M 1 S T O R Y B L D G M A X H E I G H T = 3 6 ' C O N C R E T E S I D E W A L K C O N C R E T E S I D E W A L K 8 ' C O N C R E T E S I D E W A L K B F R B F R 9 ' R A M P W H E E L S T O P S E X . 6 ' H I G H P R I V A C Y F E N C E F I R E H Y D R A N T 1 0 ' T A L L M A S O N R Y S C R E E N W A L L M A T C H I N G T H E P R I N C I P A L B U I L D I N G W I T H A S O L I D M E T A L A C C E S S G A T E 1 0 ' T A L L M A S O N R Y S C R E E N W A L L M A T C H I N G T H E P R I N C I P A L B U I L D I N G W I T H A S O L I D M E T A L A C C E S S G A T E 5 ' C O N C R E T E S I D E W A L K B U I L D I N G C A N O P Y 5 ' C O N C R E T E S I D E W A L K F F = 6 7 6 . 5 0 1 S T O R Y B L D G M A X H E I G H T = 2 4 ' A R T B U I L D I N G 9 4 . 8 8 ' 7 6 . 9 2 ' 7 6 . 3 8 ' TENNIS COURTS 1 2 3 3 2 1 2 0 1 9 LOT6R, BLOCK 6 PHASE C SOUTHRIDGE LAKES SOUTHRIDGE LAKES PHASE C-1 LOT4R1, BLOCK 6 CAB. A, SLIDE 3774 CAB. A, SLIDE 2199 LOT 5, BLOCK 6 PHASE C-1 SOUTHRIDGE LAKES SOUTHRIDGE LAKES PHASE C-1 BLOCK 6 CAB. A, SLIDE 657 1 2 3 4 5 6 1 0 1 1 2 0 2 1 9 8 2 2 2 7 2 8 3 C 2 A 3 C 2 MYERS MEADOW COMMON AREA CAB. A, SLIDE 1329 C A B . A , S L . 9 1 5 S T O N E L A K E S P H A S E I B L O C K 7 S T O N E L A K E S P H A S E 3 C A B . A , S L . 6 7 9 A B L O C K 7 3 3 3 4 2 3 CAB. A, SL. 2575 PARK PLACE B L O C K 2 3 5 3 6 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 2 3 3 3 1 B L O C K 2 2 9 R 1 2 CAB. A, SLIDE 3774 LOT 2 LOT 1 L O T 5 L O T 6 GRACE PRESBYTERIAN,USA V. 11705, p.158 MAYFAIR DRIV E C A M B R I D G E C R O S S I N G W A T E R F O R D D R I V E C O R P O R A T E C I R C L E S O U T H R I D G E L A K E P K W Y . STONEBURY DRIVE RICHMOND CT WEDGEWOOD CT S O U T H P E Y T O N V I L L E R O A D ( V A R I A B L E R I G H T - O F - W A Y ) WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) 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 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRE L A N E FI R E L A N E FIR E L A N E FIRELANE F I R E L A N E FIRELANE FI 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 FIRELANE F I 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 FIRELANE FIRE L A N E FI R E L A N E FIRELANE FI R E L A N E F I R E L A N E F I R E L A N E VAN FI R E L A N E FI R E L A N E FIRELANE FIRELANE FIRELANE FIRELANE FI R E L A N E FI R E L A N E FIRELANE FIR E L A N E FI R E L A N E FI R E L A N E FIRELANE FIRELANE FIRELANE 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 4 3 26 5 3458 6 4 8 50' SETBACK 30 ' S E T B A C K 10 10 10 10 10 10 24' FIRE LANE 1 5 ' D R A I N A G E & U T I L E A S E M E N T 1 0 ' U T I L I T Y E A S E M E N T DETENTION POND 1 3 0 ' ± R . O . W . 96'± R.O.W. 1 3 0 ' ± R . O . W . 85'± R.O.W. 1 1 0 ' S T A C K I N G D E P T H 2 5 ' R 3 0 ' R 1 0 ' R 2 0 ' R 2 0 ' R 1 0 ' R 2 0 ' R 2 0 ' R 2 0 ' R 2 0 ' R 3 0 ' R 7 5 ' R 287.73' 1 5 ' R 1 4 ' R 3 5 ' R 3 0 ' R 3 0 ' R 1 5 0 ' R 1 9 ' R 2 0 ' R 2 1 ' R 1 8 ' R 3 0 ' R 3 0 ' R 3 0 ' R 3 0 ' R 3 0 ' R 1 2 0 ' R 6 6 ' R 6 6 ' S T A C K I N G D E P T H 2 0 ' R 2 0 ' R 4 8 3 ' 2 1 9 ' 5 1 9 ' 4 2 2 ' 2 4 4 ' 1 7 9 ' 2 3 7 . 1 9 ' 381.28' 56.05' 59.4' 1 2 2 . 1 8 ' 1 2 3 . 4 6 ' 1 3 3 . 3 4 ' 35' STACKING DEPTH 1 0 ' x 2 5 ' L O A D I N G 2 0 ' R 2 0 ' R 3 0 ' R 62 . 8 ' 2 1 ' 27' 2 1 ' 23' HI C K O R Y ILUCIAN BRENDA MA R V I N JE L I C O T I M B E R L I N E SA N D H I L L LI M E R I C K WI L D E R N E S S SLEEPY HOLLOW CE D A R OA K FOREST LAKEVIEW T W I N C R E E K POST OAK CYPRESS CREEK HO L L A N D H I L L EST E L L A W A Y CROSSTIMBER HIDDEN GLEN Higg i n s GI N G E R Dove BR E N T W O O D S U M M E R P L A C E DOVE ALAMO M I S S I O N SA N DIAMOND PE A R L PI N E LILAC CONTINENTAL OA K H U R S T WO O D RI D G E BR O O K RA N D O L M I L L HIGHLAND SH A D Y O A K S SAN SABA MI G U E L 3.3 PK W Y WOODBROOK GLENN MEADOW FLORENCE White Chapel Cemetery EMERALD 4.3 MA R A N T H A MI L L RANDOL HILLSIDE KINGSWOOD MO R G A N W O O D B R O O K PE Y T O N V I L L E AV E TEN GLEN COVE BAR B R A Z O S GREGG PECO S SAN JACINTO SO U T H RID G E DO N L E Y SABI N E SH I L O H ASCOTT CHURCH CHESNUT WH I T E S C H A P E L SA N J U A N LOVE-HENRY JOHNSON GREENWOOD CONTINENTAL GR A P E AR B O R COUNTRYSIDE PE Y T O N V I L L E 1709 1938 R E T S I N I M T DOOWYDAHS K E R R C A G O T A R A S TNOMLEB NWODLEPAHC LEGEND PROPOSED FACE AND BACK OF CURB PROPOSED PAVEMENT PROPOSED SIDEWALK GRAPHIC SCALE FEET0200100 1" = 100' TBPE Registration #: F-1002 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O 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 TED A. MURDAY, P.E. REGISTRATION No. 91918, ON 12/27/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES CIVIL ENGINEER ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD., SUITE 150 DALLAS, TEXAS 75019 CONTACT: TED A. MURDAY, PE PHONE: (817) 328-3200 OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: 817-949-8222 APPLICANT/ARCHITECT HUCKABEE INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 OV E R A L L S I T E P L A N SP-1 CTE LMG FI L E N A M E : S P - 1 O V E R A L L S I T E P L A N . d w g PL O T T E D B Y : J a m e s K i n d r e d 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 : 2 : 5 6 : 2 1 P M TAM 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 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n \ S P - 1 O V E R A L L S I T E P L A N NTS SITE MAP PROJECT LOCATION REVISED SITE PLAN LOT 1, BLOCK 1 CARROLL HIGH SCHOOL TO THE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS CONTAINING IN ALL 55.030 ACRES OF LAND SITUATED IN THE R. J. PADEN SURVEY ABSTRACT NO. 1255, TARRANT COUNTY, TEXAS 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. LANDSCAPE REQUIREMENT FOR THE CITY OF SOUTHLAKE CASE NO.: ZA18-0058 3C2A SOUTH PEYTONVILLE ROAD (VARIABLE RIGHT-OF-WAY) W E S T S O U T H L A K E B O U L E V A R D ( F . M . 1 7 0 9 ) (V A R I A B L E R I G H T - O F - W A Y ) FIR E L A N E FIRELANE FIRELANE 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 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 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 FIR E L A N E FIRELANE FIRELANE FIRELANE FI R E L A N E B B B B B B B P P P A FH FH FH FH S S FH SS SS T 12 2 . 5 ' 56 . 1 ' 20.0' 31.0' 25.0'16.3'24.7' 25.8' 24.7' 18.0' 9.0' 373'± EXISTING DRIVE WAY TO R.O.W. 87.4' 42.3' 16.6' 67.0' 30 4 ' ± E X I S T I N G F I R E H Y D R A N T T O P R O P E R Y 123.5 ' F R O M P R O P O S E D FIRE H Y D R A N T T O C O R N E R OF PR O E P R T Y 25 . 0 ' R30 ' R120' R13'9 6 4 4 3 R20' R3 0 ' 18.5'25.1'18.5' R30' R55' R 1 4 . 5 ' R 3 0 'R30' R 3 0 ' R30' R 5 ' R5' 24.9' 24.6' 26.5 ' 3C2A SOUTH PEYTONVILLE ROAD (VARIABLE RIGHT-OF-WAY) W E S T S O U T H L A K E B O U L E V A R D ( F . M . 1 7 0 9 ) (V A R I A B L E R I G H T - O F - W A Y ) FIR E L A N E FIRELANE FIRELANE 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 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 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 FIR E L A N E FIRELANE FIRELANE FIRELANE 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 FIR E L A N E FIRELA N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE VA N 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 FI R E L A N E FI R E L A N E FIR 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 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 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 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 FIR E L A N E FI R E L A N E FI R E L A N E FIR E L A N E FIRE L A N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E 50 ' S E T B A C K 3 0 ' S E T B A C K R 2 9 . 5 ' PROPOSED CURB PROPOSED FIRE LANE STRIPE PER CITY OFSOUTHLAKE SPECIFICATIONS (TYP) PROPOSED CURB & GUTTER PROPOSEDSIDEWALK PROPOSEDSIDEWALK PROPOSEDSIDEWALK PROPOSEDSIDEWALK CONSTRUCT CONCRETE HEADER CONSTRUCTCONCRETE HEADER CONSTRUCTCONCRETE HEADER CONSTRUCTCONCRETE HEADER PROPOSEDSIDEWALK PROPOSEDSIDEWALK CONSTRUCT CONCRETEHEADER PROPOSEDPAVEMENT PROPOSEDPAVEMENT PROPOSEDCURB & GUTTER EXISTINGSIDEWALK EXISTING SIDEWALK EXISTING SIDEWALK EXISTING 50' BUILDING LINE EXISTINGFIRE HYDRANT PROPOSEDFIRE HYDRANT PROPOSEDFIRE HYDRANT PROPOSEDFIRE HYDRANT CONSTRUCTCONCRETE HEADER PROPOSED SIDEWALK PROPOSED DUMPSTER ENCLOSURE W/ 8' HIGH MASONRY SCREEN WALLMATCHING THE BUILDING EXISTING UTILITYEASEMENT EXISTING15' UTILITY EASEMENT PROPOSED 15' UTLITY EASEMENT PROPOSEDPAVEMENT PROPOSEDPAVEMENT CONSTRUCTCONCRETE HEADER EXISTING UTILITYEASEMENT PROPOSED 15'UTLITY EASEMENT PROPOSED 15'UTLITY EASEMENT CONSTRUCT CONCRETEHEADER EXISTING SIDEWALK PROPOSED PEDESTRIAN LIGHTINGIN THIS AREA PROPOSED PEDESTRIAN LIGHTINGIN THIS AREA INSTALL"STOP" SIGN INSTALL "STOP" SIGN INSTALL "STOP" SIGN INSTALL "STOP" SIGN 35 ' ST A C K I N G DE P T H (2) 12' SWING GATES REF DETAILS HI C K O R Y ILUCIAN BRENDA MA R V I N JE L I C O T I M B E R L I N E SA N D H I L L LI M E R I C K WI L D E R N E S S SLEEPY HOLLOW CE D A R OA K FOREST LAKEVIEW T W I N C R E E K POST OAK CYPRESSCREEK HO L L A N D H I L L ESTE L L A W A Y CROSSTIMBER HIDDEN GLEN Higg i n s GI N G E R Dove BR E N T W O O D S U M M E R P L A C E DOVE ALAMO MI S S I O N SA N DIAMOND PEA R L PI N E LILAC CONTINENTAL OAK H U R S T WO O D RI D G E BR O O K RA N D O L M I L L HIGHLAND SH A D Y O A K S SAN SABA MI G U E L 3.3 PK W Y WOODBROOK GLENNMEADOW FLORENCE White ChapelCemetery EMERALD 4.3 MA R A N T H A MI L L RANDOL HILLSIDE KINGSWOOD MO R G A N W O O D B R O O K PE Y T O N V I L L E AV E TEN GLEN COVE BAR B R A Z O S GREGG PECOS SAN JACINTO SO U T H RID G E DO N L E Y SABIN E SH I L O H ASCOTT CHURCH CHESNUT WH I T E S C H A P E L SA N J U A N LOVE-HENRY JOHNSON GREENWOOD CONTINENTAL GR A P E AR B O R COUNTRYSIDE PE Y T O N V I L L E 1709 1938 R E T S I N I M T DOOWYDAHS K E R R C A G O T A R A S TNOMLEB NWODLEPAHC GRAPHIC SCALE FEET08040 1" = 40' STANDARD ACCESSIBILITY REQUIREMENTS PARKING: ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A MIN. 96" WIDE OR A MIN. 132" WIDE FOR VAN DESIGNATED SPACES WITH A MAXIMUM SLOPE OF 2% (IN ALL DIRECTIONS). ALL BUILDINGS SHALL CONTAIN AT LEAST ONE VAN ACCESSIBLE SPACE FOR NO LESS THAN ONE VAN SPACE FOR EVERY 6 ACCESSIBLE SPACES. EACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR SUSPENDED) SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. APPROPRIATE VAN ACCESSIBLE SPACES MUST INCORPORATE "VAN-ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED AS NOTED TO 80" (MIN.) ABOVE THE ADJACENT PAVED SURFACE TO BOTTOM OF SIGN. ALL ACCESS AISLES SERVING ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A 60" WIDE MINIMUM. RAMPS: RAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE APPROPRIATE EDGE PROTECTION WITH HANDRAILS ON EACH SIDE AT BETWEEN 34" AND 38", AND EXTEND 12" BEYOND THE TOP AND BOTTOM OF RAMP. HANDRAIL SHALL NOT DIMINISH THE CLEAR AREA REQUIRED FOR TOP AND BOTTOM LANDINGS SERVING THE RAMPS. RAMPS SHALL HAVE A SURFACE ARRANGED SO THAT WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE TO SIGNIFICANTLY CONTRAST FROM ADJACENT SURFACES OR COLORS ONLY IF REQUIRED BY LOCAL OR STATE JURISDICTION LANDINGS FOR RAMPS SHALL BE AS WIDE AS THE RAMP AND 60" LONG MINIMUM (36" MINIMUM FOR CURB RAMPS) RAMPS SHALL NOT EXCEED A 1:12 RUNNING SLOPE OR 30" RISE RAMPS AND LANDINGS SHALL NOT EXCEED 1:50 (2% CROSS SLOPE) SIDEWALKS AND ACCESSIBLE ROUTES: SIDEWALKS MUST BE AT LEAST 36" WIDE WITH 5'X5' CLEAR PASSING OPPORTUNITIESIN INCREMENTS LESS THAN 150 LF SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:50 (2%) LONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:20 (5%) A B C D E F G H I J TBPE Registration #: F-1002 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O 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 TED A. MURDAY, P.E.REGISTRATION No. 91918, ON 12/17/18 THIS DOCUMENT IS NOTTO BE USED FOR CONSTRUCTION PURPOSES SI T E P L A N SP-2 CTE LMG FI L E N A M E : S P - 1 O V E R A L L S I T E P L A N . d w g PL O T T E D B Y : R o n a l d A l l e n PL O T T E D O N : M o n d a y , D e c e m b e r 1 7 , 2 0 1 8 PL O T T E D A T : 1 : 1 2 : 0 8 P M TAM 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 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n \ S P - 1 O V E R A L L S I T E P L A N LEGEND PROPOSED FACE AND BACK OF CURB PROPOSED PAVEMENT PROPOSED SIDEWALK ACCESSIBLE ROUTE PROPOSED NEW PARKING 1 CIVIL ENGINEER ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD., SUITE 150 DALLAS, TEXAS 75019 CONTACT: TED A. MURDAY, PE PHONE: (817) 328-3200 OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: 817-949-8222 APPLICANT/ARCHITECT HUCKABEE INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 NTS SITE MAP PROJECT LOCATION R 3 2 ' R 5 5 ' R 6 0 ' REVISED SITE PLAN LOT 1, BLOCK 1 CARROLL HIGH SCHOOL TO THE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS CONTAINING IN ALL 55.030 ACRES OF LAND SITUATED IN THE R. J. PADEN SURVEY ABSTRACT NO. 1255, TARRANT COUNTY, TEXAS CASE NO.: ZA18-0058 HI C K O R Y ILUCIAN BRENDA MA R V I N JE L I C O T I M B E R L I N E SA N D H I L L LI M E R I C K WI L D E R N E S S SLEEPY HOLLOW CE D A R OA K FOREST LAKEVIEW T W I N C R E E K POST OAK CYPRESSCREEK HO L L A N D H I L L ESTE L L A W A Y CROSSTIMBER HIDDEN GLEN Higg i n s GI N G E R Dove BR E N T W O O D S U M M E R P L A C E DOVE ALAMO MI S S I O N SA N DIAMOND PEA R L PI N E LILAC CONTINENTAL OAK H U R S T WO O D RI D G E BR O O K RA N D O L M I L L HIGHLAND SH A D Y O A K S SAN SABA MI G U E L 3.3 PK W Y WOODBROOK GLENNMEADOW FLORENCE White Chapel Cemetery EMERALD 4.3 MA R A N T H A MI L L RANDOL HILLSIDE KINGSWOOD MO R G A N W O O D B R O O K PE Y T O N V I L L E AV E TEN GLEN COVE BAR BR A Z O S GREGG PECOS SANJACINTO SO U T H RID G E DO N L E Y SABIN E SH I L O H ASCOTT CHURCH CHESNUT WH I T E S C H A P E L SA N J U A N LOVE-HENRY JOHNSON GREENWOOD CONTINENTAL GR A P E AR B O R COUNTRYSIDE PE Y T O N V I L L E 1709 1938 R E T S I N I M T DOOWYDAHS K E R R C A G O T A R A S TNOMLEB NWODLEPAHC SOUTH PEYTONVILLE ROAD (VARIABLE RIGHT-OF-WAY) 69 7 2 23 " O A K 80 0 0 26 " O A K 69 6 8 14 " O A K 69 5 1 20 " O A K 69 4 7 16 " O A K 69 4 3 19 " O A K 69 4 4 15 " O A K 59 8 3 12 " O A K 80 7 2 8" O A K 80 6 9 13 " O A K 80 6 7 7" O A K 80 6 6 7" O A K 80 6 1 6" O A K 80 0 8 12 " O A K 80 0 9 18 " O A K 80 1 2 8" O A K 80 1 3 8" O A K 80 1 5 8" O A K 80 1 6 9" O A K 80 1 7 10 " O A K 80 1 4 8" O A K 69 7 0 12 " O A K 69 7 4 11 " O A K 66 1 7 13 " O A K 69 7 3 15 " O A K 60 0 8 15 " O A K 90 0 7 7" O A K 80 4 1 8" O A K 90 0 0 6" O A K 90 0 1 10 " O A K 90 0 4 9" O A K 90 0 5 10 " O A K 90 0 6 11 " O A K 90 0 2 7" O A K W E S T S O U T H L A K E B O U L E V A R D ( F . M . 1 7 0 9 ) ( V A R I A B L E R I G H T - O F - W A Y ) 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 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 FI R E L A N E FI R E L A N E P P P A FH FH FH FH FH SS SS T SOUTH PEYTONVILLE ROAD (VARIABLE RIGHT-OF-WAY) 69 7 2 23 " O A K 80 0 0 26 " O A K 69 6 8 14 " O A K 69 5 1 20 " O A K 69 4 7 16 " O A K 69 4 3 19 " O A K 69 4 4 15 " O A K 59 8 3 12 " O A K 80 7 2 8" O A K 80 6 9 13 " O A K 80 6 7 7" O A K 80 6 6 7" O A K 80 6 1 6" O A K 80 0 8 12 " O A K 80 0 9 18 " O A K 80 1 2 8" O A K 80 1 3 8" O A K 80 1 5 8" O A K 80 1 6 9" O A K 80 1 7 10 " O A K 80 1 4 8" O A K 69 7 0 12 " O A K 69 7 4 11 " O A K 66 1 7 13 " O A K 69 7 3 15 " O A K 60 0 8 15 " O A K 90 0 7 7" O A K 80 4 1 8" O A K 90 0 0 6" O A K 90 0 1 10 " O A K 90 0 4 9" O A K 90 0 5 10 " O A K 90 0 6 11 " O A K 90 0 2 7" O A K W E S T S O U T H L A K E B O U L E V A R D ( F . M . 1 7 0 9 ) ( V A R I A B L E R I G H T - O F - W A Y ) 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 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 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 FIR E L A N E FIRELA N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FF = 6 7 6 . 5 ± EX I S T I N G A R T BU I L D I N G FF = 6 7 6 . 9 ± EX I S T I N G M A I N BU I L D I N G FF = 6 7 7 . 5 0 FF = 6 8 0 . 0 0 PR O P O S E D MU S I C C E N T E R VA N 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 FI R E L A N E FI R E L A N E FIR 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 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 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 FIR E L A N E FI R E L A N E FI R E L A N E FIR E L A N E FIRE L A N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E R3 0 ' R 3 0 ' R30 ' R 3 0 ' R55 ' 4 3 26 5 3 4 5 8 1 8 . 5 ' 1 8 . 5 ' 2 5 ' 1 8 ' 2 5 . 1 9 ' R 3 3 . 2 5 ' R20 ' R30' R55' 1 8 . 5 ' 2 5 ' 2 5 ' 22 . 5 ' R30 ' R5' R 1 5 0 ' R 1 2 0 ' R9 . 5 ' R49.5' R 1 3 ' R60' R10 ' R 1 0 ' R5 ' 4 5 . 6 9 ' 3 0 . 9 6 ' 20 . 4 4 ' 6 . 4 6 ' R 2 9 . 5 ' R5' R 3 ' 6 4 8 2 4 ' 25 . 0 3 ' 20 . 2 1 ' 10 ' 3 6 . 9 2 ' 25 ' 16 . 4 4 ' 19 . 4 9 ' 2 5 . 7 9 ' 25 ' 9' 50 ' S E T B A C K 3 0 ' S E T B A C K R10 ' 673 676 676 675 6 7 6 677 6 7 6 676 6 7 5 6 7 5 6 7 4 6 7 3 68 3 6 8 2 679 67 6 6 7 7 6 7 6 6 7 6 67 9 67 8 29 ' @ 3 . 0 % 1 5 ' @ 3 . 4 % 673 672 670 669 20 6 1 6 67 6 . 4 7 5 BC 671 67 5 671 6 7 6 6 7 6 67 8 68 0 6 8 1 6 8 0 6 7 9 672 671 67 2 TP = 6 7 4 . 5 0 TP = 6 7 6 . 3 5 TP = 6 7 4 . 9 0 TP = 6 7 6 . 5 5 TP = 6 7 6 . 5 5 TP = 6 7 6 . 6 5 FF = 6 7 7 . 5 0 TP = 6 7 7 . 6 0 TP = 6 7 7 . 0 0 FF = 6 7 7 . 5 0 FF = 6 8 0 . 0 0 FF = 6 7 6 . 9 0 FF = 6 7 6 . 9 0 TP = 6 7 7 . 7 9 FF = 6 7 7 . 5 0 FF = 6 7 7 . 4 2 FF = 6 7 7 . 4 0 TI = 6 7 3 . 4 0 TP = 6 7 6 . 0 0 TP = 6 7 6 . 5 0 TP = 6 7 6 . 2 5 TP = 6 7 6 . 6 0 TP = 6 7 5 . 7 5 TP = 6 7 7 . 0 5 TP = 6 7 6 . 2 5 TP = 6 7 2 . 0 0 TP = 6 7 4 . 4 0 TP = 6 7 2 . 0 0 TP = 6 6 9 . 7 5 TP = 6 6 8 . 6 0 TP = 6 7 6 . 5 0 TP = 6 7 0 . 0 0 TP = 6 7 3 . 7 5 TP = 6 7 3 . 0 0 FF = 6 7 7 . 5 0 FF = 6 7 7 . 5 0 FF = 6 7 6 . 5 0 FF = 6 7 6 . 5 0 TP = 6 7 6 . 3 5 TP = 6 7 4 . 6 5 TC = 6 7 7 . 3 4 TP = 6 7 7 . 0 0 TC = 6 7 8 . 0 0 TP = 6 7 7 . 5 0 TC = 6 7 7 . 3 4 TC = 6 7 7 . 2 4 TP = 6 7 6 . 7 4 TC = 6 7 5 . 3 2 TP = 6 7 4 . 8 2 TC = 6 7 5 . 9 1 TP = 6 7 5 . 4 1 TP = 6 7 5 . 0 0 TP = 6 7 4 . 4 1 TP = 6 7 1 . 9 ± MA T C H E X . TC = 6 7 4 . 7 5 TP = 6 7 4 . 3 0 MA T C H E X . TP = 6 7 6 . 1 0 TP = 6 7 5 . 3 5 TP = 6 7 5 . 0 0 TP = 6 7 5 . 3 0 TP = 6 7 5 . 8 0 TP = 6 7 5 . 7 5 TP = 6 7 7 . 3 5 MA T C H E X . TP = 6 7 6 . 4 0 TP = 6 7 6 . 7 3 TP = 6 7 7 . 0 5 ± MA T C H E X . TP = 6 7 6 . 9 4 TP = 6 7 6 . 6 2 TP = 6 7 7 . 0 3 TP = 6 7 7 . 0 5 TC = 6 7 5 . 2 5 TP = 6 7 4 . 8 5 MA T C H E X . TC = 6 7 4 . 8 5 TP = 6 7 4 . 6 6 MA T C H E X . TC = 6 7 6 . 7 0 TP = 6 7 6 . 1 0 TP = 6 7 5 . 6 0 TC = 6 7 0 . 0 0 TP = 6 6 9 . 5 0 TC = 6 7 5 . 7 5 TP = 6 7 5 . 2 5 TC = 6 7 5 . 2 0 TP = 6 7 4 . 7 0 FG = 6 7 6 . 3 5 TP = 6 7 6 . 1 5 HP = 6 7 5 . 7 5 TP = 6 7 6 . 2 0 TP = 6 7 6 . 4 0 TP = 6 7 6 . 8 0 FG = 6 7 5 . 9 5 TC = 6 7 7 . 4 0 TP = 6 7 6 . 9 0 TP = 6 7 6 . 7 0 TC = 6 7 8 . 0 0 TP = 6 7 7 . 5 0 TP = 6 7 6 . 3 0 TW = 6 8 2 . 5 0 FG = 6 7 7 . 5 0 TC = 6 7 7 . 7 0 TP = 6 7 7 . 2 0 FG 7 9 . 5 ± TI = 6 7 5 . 5 0 TI = 6 7 5 . 0 5 TP = 6 7 6 . 0 0 TP = 6 7 6 . 2 0 FF = 6 7 7 . 5 0 TP ± 6 7 5 . 2 0 MA T C H E X . TP ± 6 7 5 . 3 0 MA T C H E X . TP = 6 7 4 . 5 0 TP = 6 7 2 . 9 0 TC = 6 7 2 . 8 0 TP = 6 7 2 . 3 0 TP = 6 7 2 . 5 0 TP = 6 6 8 . 9 0 TP = 6 6 9 . 1 0 TP = 6 7 4 . 4 0 TP = 6 7 4 . 5 0 6 7 4 674 6 7 6 67 4 6 7 3 CONN. TO PROPOSED ROOF DRAIN 24" STRM PIPE NOTE 18" STRM PIPE 15" STRM PIPE 10' CURB INLET 15" STRM PIPE 12" STRM PIPE TRENCH DRAIN 10' CURB INLET NOTE CONN. TO EXISTING ROOF DRAINS(TYP.) TRENCH DRAIN TRENCH DRAIN CONN TO EXISTINGCURB INLET 18" STRM PIPE CONN. TO PROPOSED ROOF DRAIN CONN. TO PROPOSED ROOF DRAIN TP = 674.50 TP = 676.55 TP = 674.90 TP = 676.95 TP = 676.95 TP = 676.65 FF = 677.50 TP = 677.50 TP = 677.00 FF = 677.50 FF = 680.00 FF = 676.90 FF = 676.90 TP = 677.79 FF = 677.50 FF = 677.42 FF = 677.40 TI = 673.40 TP = 676.00 TP = 676.50 TP = 676.25 TP = 676.60 TP = 675.75 TP = 677.05 TP = 676.25 TP = 672.00 TP = 674.40 TP = 672.00 TP = 669.75 TP = 668.60 TP = 676.50 TP = 670.00 TP = 673.75 TP = 673.00 FF = 677.50 FF = 677.50 FF = 676.50 FF = 676.50 TP = 676.35TP = 674.65 TC = 677.34 TP = 677.00 TC = 678.00 TP = 677.50 TC = 677.34 TC = 677.24 TP = 676.74 TC = 675.32 TP = 674.82 TC = 675.91 TP = 675.41 TP = 675.00 TP = 674.41 TP = 671.9± MATCH EX. TC = 674.75 TP = 674.30 MATCH EX. TP = 676.10 TP = 675.35 TP = 675.00 TP = 675.30 TP = 675.80 TP = 675.75 TP = 677.35 MATCH EX. TP = 677.60 TP = 677.50 TP = 676.73 TP = 677.05± MATCH EX. TP = 676.94 TP = 676.62TP = 677.03 TP = 677.05 TC = 675.25 TP = 674.85 MATCH EX. TC = 674.85 TP = 674.66 MATCH EX. TC = 676.70 TP = 676.10 TP = 675.60 TC = 670.00 TP = 669.50 TC = 675.75 TP = 675.25 TC = 675.20 TP = 674.70 FG = 676.35 TP = 676.15HP = 675.75 TP = 676.20 TP = 676.40TP = 676.80 FG = 675.95 TC = 677.40 TP = 676.90 TP = 676.70 TC = 678.00 TP = 677.50 TP = 676.30 TW = 682.50 FG = 677.50 TC = 677.70 TP = 677.20 FG 79.5 ± TI = 675.50 TI = 675.05 TP = 676.00 TP = 676.20 FF = 677.50 TP ± 675.20 MATCH EX. TP ± 675.30 MATCH EX. TP = 674.50 TP = 672.90TC = 672.80 TP = 672.30 TP = 672.50 TP = 668.90 TP = 669.10 TP = 674.40 TP = 674.50 TP ± 667.57 MATCH EX. TP ± 667.05 MATCH EX. TP ± 667.52 MATCH EX. TP ± 670.32MATCH EX. TP ± 670.51 MATCH EX. TP ± 667.51 MATCH EX. TP ± 669.96 MATCH EX. TP ± 668.19 MATCH EX. TP ± 669.95 MATCH EX. TP ± 669.19 MATCH EX. TP ± 669.28 MATCH EX. 24" GRATE INLET 24" GRATE INLET LEGEND GRAPHIC SCALE FEET08040 1" = 40' FG=100.50 100 100 PROPOSED CONTOUR EXISTING CONTOUR FLOWLINE GRADE BREAK ACCESSIBLE ROUTE SPOT GRADE PROPOSED FLOW ARROW PROPOSED CURB INLET PROPOSED STORM LINE GRATE INLET FG FINISHED GRADE TP TOP OF PAVEMENT TC TOP OF CURB FL FLOWLINE TI TOP OF INLET FF FINISHED FLOOR SITE GRADING - IBC REQUIREMENT (SEC. 1804) ·THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10-FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. ·IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10-FEET OF HORIZONTAL DISTANCE, A 5-PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN 10-FEET OF THE BUILDING FOUNDATION. ·IMPERVIOUS SURFACES WITHIN 10-FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2-PERCENT AWAY FROM THE BUILDING. GENERAL SITE GRADING NOTE ·AS PART OF THE BASE BID THE CONTRACTOR SHALL PROVIDE/IMPORTALL SELECT FILL AND TOPSOIL MATERIAL NECESSARY TO ACHIEVE FINALGRADE PER PLAN. ·ALL AREAS WITHIN CONSTRUCTION LIMITS NOT COVERED WITH ANIMPERVIOUS MATERIAL SHALL BE COVERED WITH TOPSOIL. THETOPSOIL SHALL BE IN CONFORMANCE WITH THE TOPSOIL NOTES LISTEDIN THE PLAN SET AND SPECIFICATIONS FOR THIS PROJECT. ·BASE BID SHALL ALSO INCLUDE HAUL OFF OF EXCESS MATERIAL ASNECESSARY. ·ANY FILL PLACED ONSITE SHALL BE TESTED AND APPROVED BY THEPROJECT GEOTECHNICAL ENGINEER AND BE IN CONFORMANCE WITHRECOMMENDATIONS LISTED IN THE SITE GEOTECHNICAL REPORT TITLED?????? AND DATED ?????????? OR ANY SUPPLEMENTAL ADDENDUMS. STANDARD ACCESSIBILITY REQUIREMENTS PARKING: ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A MIN. 96" WIDE OR A MIN. 132" WIDE FOR VAN DESIGNATED SPACES WITH A MAXIMUM SLOPE OF 2% (IN ALL DIRECTIONS). ALL BUILDINGS SHALL CONTAIN AT LEAST ONE VAN ACCESSIBLE SPACE FOR NO LESS THAN ONE VAN SPACE FOR EVERY 6 ACCESSIBLE SPACES. EACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR SUSPENDED) SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. APPROPRIATE VAN ACCESSIBLE SPACES MUST INCORPORATE "VAN-ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED AS NOTED TO 80" (MIN.) ABOVE THE ADJACENT PAVED SURFACE TO BOTTOM OF SIGN. ALL ACCESS AISLES SERVING ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A 60" WIDE MINIMUM. RAMPS: RAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE APPROPRIATE EDGE PROTECTION WITH HANDRAILS ON EACH SIDE AT BETWEEN 34" AND 38", AND EXTEND 12" BEYOND THE TOP AND BOTTOM OF RAMP. HANDRAIL SHALL NOT DIMINISH THE CLEAR AREA REQUIRED FOR TOP AND BOTTOM LANDINGS SERVING THE RAMPS. RAMPS SHALL HAVE A SURFACE ARRANGED SO THAT WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE TO SIGNIFICANTLY CONTRAST FROM ADJACENT SURFACES OR COLORS ONLY IF REQUIRED BY LOCAL OR STATE JURISDICTION LANDINGS FOR RAMPS SHALL BE AS WIDE AS THE RAMP AND 60" LONG MINIMUM (36" MINIMUM FOR CURB RAMPS) RAMPS SHALL NOT EXCEED A 1:12 RUNNING SLOPE OR 30" RISE RAMPS AND LANDINGS SHALL NOT EXCEED 1:48 (2% CROSS SLOPE) SIDEWALKS AND ACCESSIBLE ROUTES: SIDEWALKS MUST BE AT LEAST 36" WIDE WITH 5'X5' CLEAR PASSING OPPORTUNITIES IN INCREMENTS LESS THAN 150 LF SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:48 (2%) LONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:20 (5%) A B C D E F G H I J TBPE Registration #: F-1002 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O 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 TED A. MURDAY, P.E.REGISTRATION No. 91918, ON 12/17/18 THIS DOCUMENT IS NOTTO BE USED FOR CONSTRUCTION PURPOSES NTS SITE MAP PROJECT LOCATION GR A D I N G & D R A I N A G E P L A N SP-3 CTE LMG FI L E N A M E : S P - 3 G R A D I N G & D R A I N A G E P L A N . d w g PL O T T E D B Y : R o n a l d A l l e n PL O T T E D O N : M o n d a y , D e c e m b e r 1 7 , 2 0 1 8 PL O T T E D A T : 1 2 : 3 8 : 3 2 P M TAM 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 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n \ S P - 3 G R A D I N G & D R A I N A G E P L A N BENCHMARK BENCHMARK #1 BRASS CAP STAMPED "CITY OF SOUTHLAKE GPS MONUMENT #34" FOUNDON A CONCRETE CURB INLET ON THE EAST CURB OF THE MOST WESTERLYENTRANCE TO CAMPUS ALONG WEST SOUTHLAKE BLVD LOCATED 150± FEETSOUTH OF WEST SOUTHLAKE BLVD. ELEVATION = 662.76' CIVIL ENGINEER ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD., SUITE 150 DALLAS, TEXAS 75019 CONTACT: TED A. MURDAY, PE PHONE: (817) 328-3200 OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: 817-949-8222 APPLICANT/ARCHITECT HUCKABEE INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 REVISED SITE PLAN LOT 1, BLOCK 1 CARROLL HIGH SCHOOL TO THE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS CONTAINING IN ALL 55.030 ACRES OF LAND SITUATED IN THE R. J. PADEN SURVEY ABSTRACT NO. 1255, TARRANT COUNTY, TEXAS CASE NO.: ZA18-0058 BBBB B BB B B B B PP P V V 670670 67 0 675675675 6 7 5 680 68 0 6 8 0 680 6 7 0 675 697223" OAK 8000 26" OAK 800110" OAK 800217" OAK 800310" OAK 800420" OAK 800518" OAK 697127" OAK 800623" OAK 696814" OAK 696715" OAK 696114" OAK 696014" OAK 695816" OAK 695713" OAK 695519" OAK 6956 16" OAK 695318" OAK 69529" OAK 695013" OAK 695120" OAK 694716" OAK 694319" OAK 694415" OAK 598312" OAK 80728" OAK 806913" OAK 8067 7" OAK 80667" OAK 80616" OAK 806411" OAK 806310" OAK 806214" OAK 806112" OAK 804214" OAK 804312" OAK 804413" OAK 804511" OAK 804615" OAK 80479" OAK 806012" OAK 805811" OAK 805613" OAK 80579" OAK 804813" OAK 804910" OAK 80509" OAK 80518" OAK 805210" OAK 805513" OAK 805411" OAK 805312" OAK 800812" OAK 800918" OAK 80128" OAK 80138" OAK80158" OAK80169" OAK 8017 10" OAK 80148" OAK 80218" OAK 80226" OAK 80208" OAK 801913" OAK 80189" OAK 80237" OAK80247" OAK 80257" OAK 80288" OAK 80269" OAK 80276" OAK 80298" OAK80308" OAK 80316" OAK80329" OAK80337" OAK803420" OAK 697012" OAK 697411" OAK 661713" OAK 6973 15" OAK 600815" OAK 90077" OAK 80418" OAK 90006" OAK 900110" OAK 9003 6" OAK 90049" OAK 900510" OAK 9006 11" OAK 90027" OAK 69277" OAK 693414" OAK 693311" OAK 693214" OAK 693012" OAK 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 F I R E L A N E F I R E L A N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE 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 F I R E L A N E F I R E L A N E FIRELANE FIRELANE FIRELANE 50' SETBACK 30 ' S E T B A C K FH FH FH FH FH SS SS T 67 3 6 7 6 67 6 675 676 67 7 6 7 6 676 6 7 5 6 7 5 674 673 683 %0.5 % 3.6 6 8 2 679 676 6 7 7 6 7 6 6 7 6 % 15 . 7 6 7 9 678 %2.0 6 7 3 6 7 2 6 7 0 6 6 9 20616676.475BC 671 675 % 2 . 0 6 7 1 6 7 6 676 678 6 8 0 681 680 679 6 7 2 6 7 1 672 6 7 4 6 7 4 676 674 673 IIIII IV I S O U T H P E Y T O N V I L L E R O A D ( V A R I A B L E R I G H T - O F - W A Y ) WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY . THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM CONTRACTOR'S FAILURE TO NOTIFY ENGINEER AND OWNER. ** NOTICE TO CONTRACTORS - TOPOGRAPHIC SURVEY ** THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ANY EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, THE GOVERNING MUNICIPALITY, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION PROVIDED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. **NOTICE TO CONTRACTORS - UTILITIES** !!!CAUTION!!! EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES BY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES. Know what's below.before you dig.Call R TBPE Registration #: F-1002 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O 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 TED A. MURDAY, P.E.REGISTRATION No. 91918, ON 12/17/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES GRAPHIC SCALE FEET08040 SP-3.2 BMB BMB FI L E N A M E : S P - 3 . 2 D R A I N A G E D I V I D E S - Q A L L O W E D . d w g PL O T T E D B Y : B e n B e t z o l d PL O T T E D O N : M o n d a y , D e c e m b e r 1 7 , 2 0 1 8 DR A I N A G E D I V I D E S - Q A L L O W E D PL O T T E D A T : 8 : 3 7 : 1 5 A M TAM 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 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n \ S P - 3 . 2 D R A I N A G E D I V I D E S - Q A L L O W E D Design Point Q-ALLOWABLE VS Q-DEVELOPED (CFS) C I A (SF) A (ac) Q PRE (CFS) Q PRE (TOTAL) Q POST (CFS) I X 0.8 9.6 2866.36 0.07 0.51 1.69 0.68 CC 0.8 9.6 4896.30 0.11 0.86 To W. Southlake Blvd.A9 0.8 9.6 1848.10 0.04 0.33 II CC 0.8 9.6 1174.42 0.03 0.21 37.05 32.62 A9 0.8 9.6 72931.82 1.67 12.86 Drains to existing 27" RCP pipe. G 0.8 9.6 3384.64 0.08 0.60 E 0.8 9.6 13356.41 0.31 2.35 C 0.9 9.6 36926.05 0.85 7.32 A 0.9 9.6 6531.60 0.15 1.30 B 0.9 9.6 12618.51 0.29 2.50 D 0.9 9.6 32271.62 0.74 6.40 N 0.9 9.6 17702.16 0.41 3.51 III X 0.8 9.6 60209.46 1.38 10.62 35.60 33.93 CC 0.8 9.6 3948.31 0.09 0.70 Drains to CI's on S. Peytonville Rd. Y 0.8 9.6 42810.05 0.98 7.55 E 0.8 9.6 23545.11 0.54 4.15 C 0.8 9.6 1857.83 0.04 0.33 A 0.9 9.6 756.38 0.02 0.15 N 0.9 9.6 1000.83 0.02 0.20 Q 0.8 9.6 123.01 0.00 0.02 BB 0.8 9.6 7441.60 0.17 1.31 Z 0.8 9.6 57305.32 1.32 10.10 AA 0.8 9.6 2728.12 0.06 0.48 IV E 0.8 9.6 5889.33 0.14 1.04 27.61 26.72 Z 0.8 9.6 26945.24 0.62 4.75 Drains to existing CI, and 24" RCP. Q 0.8 9.6 89540.53 2.06 15.79 O 0.9 9.6 13708.80 0.31 2.72 P 0.9 9.6 12036.52 0.28 2.39 D 0.9 9.6 3986.75 0.09 0.79 R 0.8 9.6 775.59 0.02 0.14 CASE NO.: ZA18-0058 BBBB B BB B B B B PP P V V 670670 67 0 66 5 675675675 6 7 5 680 68 0 6 8 0 680 67 0 670670 6 7 0 675 S O U T H P E Y T O N V I L L E R O A D ( V A R I A B L E R I G H T - O F - W A Y ) 697223" OAK 800026" OAK 800110" OAK 800217" OAK 800310" OAK 800420" OAK 800518" OAK 697127" OAK 800623" OAK 696814" OAK 696715" OAK 696114" OAK 696014" OAK 695816" OAK 695713" OAK 695519" OAK 695616" OAK 695318" OAK 69529" OAK 695013" OAK 695120" OAK 694716" OAK 694319" OAK 694415" OAK 598312" OAK 80728" OAK 806913" OAK 80677" OAK 80667" OAK 80616" OAK 806411" OAK 806310" OAK 806214" OAK 806112" OAK 804214" OAK 804312" OAK 804413" OAK 804511" OAK 804615" OAK 80479" OAK 806012" OAK 805811" OAK 805613" OAK 80579" OAK 804813" OAK 804910" OAK 80509" OAK 80518" OAK 805210" OAK 805513" OAK 805411" OAK 805312" OAK 800812" OAK 800918" OAK 80128" OAK 80138" OAK80158" OAK80169" OAK 801710" OAK 80148" OAK 80218" OAK 80226" OAK 80208" OAK 801913" OAK 80189" OAK 80237" OAK80247" OAK 80257" OAK 80288" OAK 80269" OAK 80276" OAK 80298" OAK80308" OAK 80316" OAK80329" OAK80337" OAK803420" OAK 697012" OAK 697411" OAK 661713" OAK 697315" OAK 600815" OAK 90077" OAK 80418" OAK 90006" OAK 900110" OAK 90036" OAK 90049" OAK 900510" OAK 900611" OAK 90027" OAK 69277" OAK 693414" OAK 693311" OAK 693214" OAK 693012" OAK WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) 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 F I R E L A N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIREL A N E FI R E L A N E FI R E L A N E FI R E L A N E FIR E L A N E FIRELA 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 FIRELANE FIRELANE FI R E L A N E FI R E L A N E FI R E L A N E VAN 50' SETBACK 30 ' S E T B A C K FH FH FH FH FH SS SS T 67 3 6 7 6 67 6 675 676 67 7 6 7 6 676 6 7 5 6 7 5 674 673 683 %0.5 %3.6 6 8 2 679 676 6 7 7 6 7 6 6 7 6 % 15 . 7 67 9 678 %2.0 6 7 3 6 7 2 6 7 0 6 6 9 20616676.475BC 671 675 % 2 . 0 6 7 1 6 7 6 676 678 6 8 0 681 680 679 6 7 2 6 7 1 672 6 7 4 6 7 4 676 674673 DA-6 0.53R-2 0.55 R-3 0.25 DA-1 0.21 DA-2 0.80 DA-4 0.16 DA-3 1.92 XR-2 0.15 XR-1 0.11 DA-5 0.06 XR-3 0.15 XR-6 0.41 XR-4 0.29 XR-5 0.74 XR-7 0.09 XR-9 0.28 XR-8 0.70 X-2 0.91 X-1 0.63 DA-8 0.50 DA-7 0.06 R-4 0.41 DA-9 2.44 DA-10 0.35 R-1 0.18 R-5 0.06 HI C K O R Y ILUCIAN BRENDA MA R V I N JE L I C O T I M B E R L I N E SA N D H I L L LI M E R I C K WI L D E R N E S S SLEEPY HOLLOW CE D A R OA K FOREST LAKEVIEW T W I N C R E E K POST OAK CYPRESSCREEK HO L L A N D H I L L ESTE L L A W A Y CROSSTIMBER HIDDEN GLEN Higg i n s GI N G E R Dove BR E N T W O O D S U M M E R P L A C E DOVE ALAMO MI S S I O N SA N DIAMOND PEA R L PI N E LILAC CONTINENTAL OAK H U R S T WO O D RI D G E BR O O K RA N D O L M I L L HIGHLAND SH A D Y O A K S SAN SABA MI G U E L 3.3 PK W Y WOODBROOK GLENNMEADOW FLORENCE White ChapelCemetery EMERALD 4.3 MA R A N T H A MI L L RANDOL HILLSIDE KINGSWOOD MO R G A N W O O D B R O O K PE Y T O N V I L L E AV E TEN GLEN COVE BAR BR A Z O S GREGG PECOS SANJACINTO SO U T H RID G E DO N L E Y SABIN E SH I L O H ASCOTT CHURCH CHESNUT WH I T E S C H A P E L SA N J U A N LOVE-HENRY JOHNSON GREENWOOD CONTINENTAL GR A P E AR B O R COUNTRYSIDE PE Y T O N V I L L E 1709 1938 R E T S I N I M T DOOWYDAHS K E R R C A G O T A R A S TNOMLEB NWODLEPAHC LEGEND DA-00 1.00ACRES BASIN NAME DRAINAGE BASIN DRAINAGE AREA PROPOSED FLOW ARROW POST-DEVELOPMENT DRAINAGE AREA CALCULATIONS AREA C (weighted)**Tc I(10)Q(10)I(50)Q(50)I(100)Q(100)REMARKS DA #Ac.-min in/hr cfs in/hr cfs in/hr cfs DA-1 0.21 0.35 10.00 6.51 0.48 8.40 0.62 9.24 0.68 Drains to West Southlake Boulevard DA-2 0.80 0.62 10.00 6.51 3.22 8.40 4.15 9.24 4.57 Drains to new CI which connects to ex. CI on Peytonville Road DA-3 1.92 0.67 10.00 6.51 8.31 8.40 10.73 9.24 11.80 Drains to ex.curb inlets at W. Southlake Blvd. access drive DA-4 0.16 0.53 10.00 6.51 0.55 8.40 0.71 9.24 0.78 Drains to new grate inlets which connect to ex. 15" RCP DA-5 0.06 0.90 10.00 6.51 0.36 8.40 0.46 9.24 0.50 Drains to trench drain then to ex. 15" RCP DA-6 0.53 0.85 10.00 6.51 2.94 8.40 3.80 9.24 4.18 Drains to ex.curb inlets at W. Southlake Blvd. access drive DA-7 0.06 0.81 10.00 6.51 0.30 8.40 0.38 9.24 0.42 Drains to new CI which connects to ex. CI on Peytonville Road DA-8 0.50 0.78 10.00 6.51 2.54 8.40 3.27 9.24 3.60 Drains to South Peytonville Road DA-9 2.44 0.79 10.00 6.51 12.56 8.40 16.20 9.24 17.82 Drains to ex. curb inlet at drive north of ex. Field House Bldg. DA-10 0.35 0.50 10.00 6.51 1.12 8.40 1.44 9.24 1.59 Drains to Peytonville Road R-1 0.18 0.90 10.00 6.51 1.03 8.40 1.33 9.24 1.46 Drains to DA-2 R-2 0.55 0.90 10.00 6.51 3.20 8.40 4.13 9.24 4.55 Roof drains piped to ex. Curb Inlet on Peytonville Road R-3 0.25 0.90 10.00 6.51 1.44 8.40 1.86 9.24 2.04 Roof drains piped to ex. Curb Inlet on Peytonville Road R-4 0.41 0.90 10.00 6.51 2.40 8.40 3.09 9.24 3.40 Roof drains piped to ex. Curb Inlet on Peytonville Road R-5 0.06 0.90 10.00 6.51 0.34 8.40 0.44 9.24 0.49 Drains to DA-7 X-1 0.63 0.84 10.00 6.51 3.46 8.40 4.46 9.24 4.91 Drains to South Peytonville Road curb inlet X-2 0.91 0.82 10.00 6.51 4.87 8.40 6.28 9.24 6.91 Drains to South Peytonville Road curb inlet XR-1 0.11 0.90 10.00 6.51 0.62 8.40 0.79 9.24 0.87 ex. roof drains repiped to ex. 15" RCP XR-2 0.15 0.90 10.00 6.51 0.91 8.40 1.17 9.24 1.29 ex. roof drains to remained piped to ex. 15" RCP XR-3 0.15 0.90 10.00 6.51 0.88 8.40 1.13 9.24 1.24 ex. roof drains pipe to existing underground storm pipe XR-4 0.29 0.90 10.00 6.51 1.70 8.40 2.19 9.24 2.41 ex. roof drains pipe to existing underground storm pipe XR-5 0.74 0.90 10.00 6.51 4.34 8.40 5.60 9.24 6.16 ex. roof drains pipe to existing underground storm pipe XR-6 0.41 0.90 10.00 6.51 2.38 8.40 3.07 9.24 3.38 ex. roof drains pipe to existing underground storm pipe XR-7 0.09 0.90 10.00 6.51 0.54 8.40 0.69 9.24 0.76 ex. roof drains pipe to existing underground storm pipe XR-8 0.70 0.90 10.00 6.51 4.10 8.40 5.30 9.24 5.83 ex. roof drains pipe to existing underground storm pipe XR-9 0.28 0.90 10.00 6.51 1.63 8.40 2.10 9.24 2.31 ex. roof drains pipe to existing underground storm pipe TOTAL 12.91 66.19 85.41 93.95 **RUN-OFF COEFFICIENTS (C) HAVE BEEN WEIGHTED TO REFLECT POST-DEVELOPED IMPERVIOUS/PERVIOUS CONDITIONS. SOURCE OF RAINFALL INTENSITIES: TARRANT COUNTY INTENSITY INTERPOLATOR (TARRANT COUNTY) METHOD OF ANALYSIS: RATIONAL METHOD PERVIOUS C= 0.35, IMPERVIOUS C= .90 TBPE Registration #: F-1002 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O 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 TED A. MURDAY, P.E.REGISTRATION No. 91918, ON 12/17/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES SP-3.3 CTE TJR FI L E N A M E : S P - 3 . 3 P R O P O S 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 : B e n B e t z o l d PL O T T E D O N : M o n d a y , D e c e m b e r 1 7 , 2 0 1 8 PR O P O S E D DR A I N A G E A R E A M A P PL O T T E D A T : 8 : 3 6 : 4 1 A M TAM 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 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n \ S P - 3 . 3 P R O P O S E D D R A I N A G E A R E A M A P CIVIL ENGINEER ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD., SUITE 150 DALLAS, TEXAS 75019 CONTACT: TED A. MURDAY, PE PHONE: (817) 328-3200 OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: 817-949-8222 APPLICANT/ARCHITECT HUCKABEE INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 LOT 1, BLOCK 1 CARROLL HIGH SCHOOL 52.89 ACRES CAB A, SLIDE 1460 D.R.T.C.T. GRAPHIC SCALE FEET010050 NTS SITE MAP PROJECT LOCATION CASE NO.: ZA18-0058 HI C K O R Y ILUCIAN BRENDA MA R V I N JE L I C O T I M B E R L I N E SA N D H I L L LI M E R I C K WI L D E R N E S S SLEEPY HOLLOW CE D A R OA K FOREST LAKEVIEW T W I N C R E E K POST OAK CYPRESSCREEK HO L L A N D H I L L ESTE L L A W A Y CROSSTIMBER HIDDEN GLEN Higg i n s GI N G E R Dove BR E N T W O O D S U M M E R P L A C E DOVE ALAMO MI S S I O N SA N DIAMOND PEA R L PI N E LILAC CONTINENTAL OAK H U R S T WO O D RI D G E BR O O K RA N D O L M I L L HIGHLAND SH A D Y O A K S SAN SABA MI G U E L 3.3 PK W Y WOODBROOK GLENNMEADOW FLORENCE White ChapelCemetery EMERALD 4.3 MA R A N T H A MI L L RANDOL HILLSIDE KINGSWOOD MO R G A N W O O D B R O O K PE Y T O N V I L L E AV E TEN GLEN COVE BAR B R A Z O S GREGG PECOS SAN JACINTO SO U T H RID G E DO N L E Y SABIN E SH I L O H ASCOTT CHURCH CHESNUT WH I T E S C H A P E L SA N J U A N LOVE-HENRY JOHNSON GREENWOOD CONTINENTAL GR A P E AR B O R COUNTRYSIDE PE Y T O N V I L L E 1709 1938 R E T S I N I M T DOOWYDAHS K E R R C A G O T A R A S TNOMLEB NWODLEPAHC 3C2A SOUTH PEYTONVILLE ROAD (VARIABLE RIGHT-OF-WAY) 69 7 2 23 " O A K 80 0 0 26 " O A K 69 6 8 14 " O A K 69 5 1 20 " O A K 69 4 7 16 " O A K 69 4 3 19 " O A K 69 4 4 15 " O A K 59 8 3 12 " O A K 80 7 2 8" O A K 80 6 9 13 " O A K 80 6 7 7" O A K 80 6 6 7" O A K 80 6 1 6" O A K 80 0 8 12 " O A K 80 0 9 18 " O A K 80 1 2 8" O A K 80 1 3 8" O A K 80 1 5 8" O A K 80 1 6 9" O A K 80 1 7 10 " O A K 80 1 4 8" O A K 69 7 0 12 " O A K 69 7 4 11 " O A K 66 1 7 13 " O A K 69 7 3 15 " O A K 60 0 8 15 " O A K 90 0 7 7" O A K 80 4 1 8" O A K 90 0 0 6" O A K 90 0 1 10 " O A K 90 0 4 9" O A K 90 0 5 10 " O A K 90 0 6 11 " O A K 90 0 2 7" O A K WE S T S O U T H L A K E B O U L E V A R D ( F . M . 1 7 0 9 ) (V A R I A B L E R I G H T - O F - W A Y ) 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 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 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 FIR E L A N E FIRELA N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FF = 6 7 6 . 5 ± EX I S T I N G A R T BU I L D I N G FF = 6 7 6 . 9 ± EX I S T I N G M A I N BU I L D I N G FF = 6 7 7 . 5 0 FF = 6 8 0 . 0 0 PR O P O S E D MU S I C C E N T E R VA N 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 FI R E L A N E FI R E L A N E FIR 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 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 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 FIR E L A N E FI R E L A N E FI R E L A N E FIR E L A N E FIRE L A N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELA N E 50 ' S E T B A C K 3 0 ' S E T B A C K P P P A 3C2A SOUTH PEYTONVILLE ROAD (VARIABLE RIGHT-OF-WAY) 69 7 2 23 " O A K 80 0 0 26 " O A K 69 6 8 14 " O A K 69 5 1 20 " O A K 69 4 7 16 " O A K 69 4 3 19 " O A K 69 4 4 15 " O A K 59 8 3 12 " O A K 80 7 2 8" O A K 80 6 9 13 " O A K 80 6 7 7" O A K 80 6 6 7" O A K 80 6 1 6" O A K 80 0 8 12 " O A K 80 0 9 18 " O A K 80 1 2 8" O A K 80 1 3 8" O A K 80 1 5 8" O A K 80 1 6 9" O A K 80 1 7 10 " O A K 80 1 4 8" O A K 69 7 0 12 " O A K 69 7 4 11 " O A K 66 1 7 13 " O A K 69 7 3 15 " O A K 60 0 8 15 " O A K 90 0 7 7" O A K 80 4 1 8" O A K 90 0 0 6" O A K 90 0 1 10 " O A K 90 0 4 9" O A K 90 0 5 10 " O A K 90 0 6 11 " O A K 90 0 2 7" O A K WE S T S O U T H L A K E B O U L E V A R D ( F . M . 1 7 0 9 ) (V A R I A B L E R I G H T - O F - W A Y ) 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 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 FI R E L A N E FI R E L A N E CONNECT TO EXIST 8" WATER INSTALL:1 - 8" 45° BEND INSTALL:1 - 8" 45° BEND INSTALL:1 - 8" 45° BEND INSTALL:1 - 8" 45° BEND INSTALL:1 - 8"x6" TEE1 - 6" GATE VALVE CONN. TO EXIST. FIRE LINE INSTALL:1 - 8"x6" TEE 1 - 8" GATE VALVE1 - 6" GATE VALVE 1 - FIRE HYDRANT ASSEMBLY INSTALL:1 - 8"x 2"1 - 8" GATE VALVE 1 - 2" GATE VALVECONN. TO EXIST. WATER SERVICE INSTALL:1 - 8" 45° BENDCONNECT TO EXIST 8" WATER INSTALL: 8" SANITARY SEWER INSTALL:8" WATER LINE INSTALL:1 - 8"x6" TEE1 - 6" GATE VALVE INSTALL:8" WATER LINE CONNECT TO EXISTING 8" SANITARY SEWERCONSTRUCT 4.0' DIA. MANHOLE W FH FH FH FH S S FH SS SS T W W W W W INSTALL: 1 - 8" 45° BEND EXISTINGFIRE HYDRANT INSTALL:1 - 8"x6" TEE1 - 8" GATE VALVE 1 - 6" GATE VALVE1 - FIRE HYDRANT ASSEMBLY INSTALL:1 - 8"x6" TEE 1 - 8" GATE VALVE1 - 6" GATE VALVE1 - FIRE HYDRANT ASSEMBLY INSTALL:1 - 8"x6" TEE 1 - 8" GATE VALVE1 - 6" GATE VALVE 1 - FIRE HYDRANT ASSEMBLY END SAN. SEWER LINE 5' FROM BLDG SEE MEPFOR CONTINUATION 15 ' E X I S T . W A T E R E S M ' T 15' EXIST. WATER ES M ' T 1 5 ' P R O P O S E D W A T E R E S M ' T 15' PROPOSED WATER ESM'T 1 5 ' P R O P O S E D W A T E R E S M ' T 15' PROPOSED WATER ESM'T EXISTING 15' UTIL. EASEMENT 50' BUILDING LINE END SAN. SEWER LINE 5' FROM BLDG SEE MEPFOR CONTINUATION INSTALL:1- 45° BEND W/ CLEAN OUT INSTALL:1- 45° BEND W/ CLEAN OUT INSTALL:1 - 8" 45° WYE INSTALL:1 - 8" 45° BEND INSTALL:1 - 8" 45° BEND INSTALL:1 - 8" 45° BEND INSTALL: 1 - 8"x2 1/2" TEE1 - 8" GATE VALVE 1 - 2 1/2" GATE VALVE P R O P O S E D 8 " W A T E R PR O P O S E D 8 " W A T E R PROPOSED 8" WATER REF MEP FOR 2-1/2" DOMESTIC WATER CONNECTION REF MEP FOR 6" FIRE LINE CONNECTION INSTALL:1 - 8"x6" TEE 1 - 8" GATE VALVE1 - 6" GATE VALVE REF MEP FOR 6" FIRELINE CONNECTION CONNECT TO EXISTING8" SANITARY SEWER CONSTRUCT 4.0' DIA. MANHOLE END SAN. SEWER LINE 5' FROM BLDG SEE MEPFOR CONTINUATION LEGEND WATER AND SEWER GENERAL NOTES 1. ALL WATER MAINS UNLESS OTHERWISE NOTED SHALL HAVE A MINIMUM COVER OF 48" BELOW FINISHED GRADE. PROVIDE VALVE EXTENSIONS TO ALL VALVES ON LINES DEEPER THAN 48". 2. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO EACH OTHER THAN NINE FEET IN ALL DIRECTIONS, AND PARALLEL LINES MUST BE INSTALLED IN SEPARATE TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES SHALL APPLY: A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING FOR BOTH THE PIPE AND JOINTS OF 150 PSI. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS, AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE WATERLINE. B. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF SIX INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED. IN ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE. C. WHERE A SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF ABS TRUSS PIPE, SIMILAR SEMI-RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE. D. WHERE A SEWER CROSSES OVER A WATERLINE, ALL PORTIONS OF THE SEWER WITHIN NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC PIPE WITH A PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. E. THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED PARALLEL TO AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY. SHOULD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPHS (A) OR (D) OF THIS PARAGRAPH. F. THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER (BY TWO FEET OR MORE) EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOULD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THEN THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBSECTIONS (C) OR (D). 3. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION. 4. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS. 5. THE UTILITY CONTRACTOR SHALL INSTALL THE WATER SERVICES TO A POINT AS SHOWN ON THE PLANS. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF THE CURB. EACH SERVICE LOCATION WILL BE MARKED ON THE CURB, WITH A BLUE LETTER "W" BY THE UTILITY CONTRACTOR AND TIED TO PROPERTY CORNERS ON THE "RECORD DRAWINGS". 6. ALL METER BOXES SHALL BE LOCATED IN NON-TRAFFIC AREAS. 7. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEANUP AND ALIGNMENT HAS BEEN COMPLETED, THE CONTRACTOR (UTILITY) SHALL POUR A CONCRETE BLOCK 24"X24"X6" AROUND ALL VALVE BOX TOPS SO THAT THE TOP OF BOX IS LEVEL WITH THE FINISHED GRADE. MARK WITH F OR O OR S IN CONCRETE. 8. CONTRACTOR SHALL RAISE/LOWER OR ADJUST ALL EXISTING UTILITY MAINS IN CONFLICT WITH PROPOSED UTILITIES AS PART OF THE BASE BIDS FOR ALL KNOWN OR UNKNOWN LINES. PROPOSED SANITARY SEWER PROPOSED WATER PROPOSED FIRE HYDRANT PROPOSED MANHOLE W FH MH GRAPHIC SCALE FEET08040 1" = 40' TBPE Registration #: F-1002 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O 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 TED A. MURDAY, P.E.REGISTRATION No. 91918, ON 12/17/18 THIS DOCUMENT IS NOTTO BE USED FOR CONSTRUCTION PURPOSES NTS SITE MAP PROJECT LOCATION UT I L I T Y P L A N SP-4.0 CTE LMG FI L E N A M E : S P - 4 . 0 U T I L I T Y P L A N . d w g PL O T T E D B Y : R o n a l d A l l e n PL O T T E D O N : M o n d a y , D e c e m b e r 1 7 , 2 0 1 8 PL O T T E D A T : 1 2 : 3 5 : 3 4 P M TAM 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 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n \ S P - 4 . 0 U T I L I T Y P L A N OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: 817-949-8222 APPLICANT/ARCHITECT HUCKABEE INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 CIVIL ENGINEER ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD., SUITE 150 DALLAS, TEXAS 75019 CONTACT: TED A. MURDAY, PE PHONE: (817) 328-3200 REVISED SITE PLAN LOT 1, BLOCK 1 CARROLL HIGH SCHOOL TO THE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS CONTAINING IN ALL 55.030 ACRES OF LAND SITUATED IN THE R. J. PADEN SURVEY ABSTRACT NO. 1255, TARRANT COUNTY, TEXAS CASE NO.: ZA18-0058 BB B B B B B B B B B B B B B B B B B B B B B B B BBB B B B B B B B BBBBBBBBBB BBBBBBBBBBBB B B B B B BB BBBB BBB B B B B A 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 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 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIREL A N E FI R E L A N E FI R E L A N E FI R E L A N E FIR E L A N E FIRELA N E FIRELANE FIRELANE F I R E L A N E FIRELAN E FIRELANE FIRELA 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 F I R E L A N E FIRELANE 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 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 FIRELANE FIRELANE FI R E L A N E FI R E L A N E FI R E L A N E VAN 50' SETBACK 30 ' S E T B A C K 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 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 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIREL A N E FI R E L A N E FI R E L A N E FI R E L A N E FIR E L A N E FIRELA N E FIRELANE FIRELANE F I R E L A N E FIRELAN E FIRELANE FIRELA 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 F I R E L A N E FIRELANE 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 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 FIRELANE FIRELANE FI R E L A N E FI R E L A N E FI R E L A N E VAN 50' SETBACK 30 ' S E T B A C K PROPOSED MUSIC CENTER EXISTING ART BUILDING EXISTING MAIN BUILDING EXISTING FIELD HOUSE TENNIS COURTS AQUATICS CENTER 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 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 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIREL A N E FI R E L A N E FI R E L A N E FI R E L A N E FIR E L A N E FIRELA N E FIRELANE FIRELANE F I R E L A N E FIRELAN E FIRELANE FIRELA 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 F I R E L A N E FIRELANE 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 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 FIRELANE FIRELANE FI R E L A N E FI R E L A N E FI R E L A N E W SOUTHLAKE BLVD (FM 1709) S P E Y T O N V I L L E R D BUS BUS BUS BUS BU S BU S BU S BU S S S S S S S S S S S S S S S S S S S S S P P P P P P P P P P P P P P P P P P P P P P P P P S BUS BUS BUS BU S B U S P P P P NOTE: THIS TRAFFIC CIRCULATION PLAN REPRESENTSTHE PROPOSED FLOW PATTERN *ONLY*FOR THE PEAK MORNING HOUR. R1-1 R1-1 R1-1 R1-1 PROPOSEDSWING ARM GATE PROPOSED TRAFFIC SIGNINDICATING NO LEFT TURNSDURING MORNING DROPOFF HOURS EXIT ONLY DURINGMORNING DROP OFF HOURS PRIMARY ENTRANCETRAFFIC REGULATED BYSCHOOL RESOURCE OFFICER SECONDARY ENTRANCE AUXILIARY ENTRANCE PROPOSEDSWING ARM GATES ENTER DO NOT R3-5R ILUCIAN BRENDA MA R V I N JE L I C O T I M B E R L I N E SA N D H I L L WI L D E R N E S S LAKEVIEW T W I N C R E E K HO L L A N D H I L L ESTE L L A W A Y CROSSTIMBER GLEN GI N G E R S U M M E R P L A C E DOVE ALAMO MI S S I O N SA N DIAMOND PEA R L PI N E LILAC CONTINENTAL OAK H U R S T WO O D RI D G E BR O O K RA N D O L M I L L HIGHLAND SH A D Y O A K S SAN SABA WOODBROOK GLENNMEADOW FLORENCE White ChapelCemetery EMERALD 4.3 HILLSIDE KINGSWOOD W O O D B R O O K PE Y T O N V I L L E TEN GLEN COVE BAR BR A Z O S GREGG PECOS SANJACINTO SO U T H RID G E DO N L E Y SABIN E SH I L O H ASCOTT CHURCH CHESNUT WH I T E S C H A P E L LOVE-HENRY JOHNSON GREENWOOD CONTINENTAL PE Y T O N V I L L E 1709 1938 R E T S I N I M T DOOWYDAHS K E R R C A G O T A R A S TNOMLEB NWODLEPAHC TBPE Registration #: F-1002 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O 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 TED A. MURDAY, P.E.REGISTRATION No. 91918, ON 12/17/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES PR O P O S E D T R A F F I C F L O W SP-5.0 CTE LMG FI L E N A M E : S P - 5 . 0 P R O P O S E D T R A F F I C F L O W . d w g PL O T T E D B Y : R o n a l d A l l e n PL O T T E D O N : M o n d a y , D e c e m b e r 1 7 , 2 0 1 8 PL O T T E D A T : 1 2 : 3 2 : 2 2 P M CTE 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 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I s d - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - p r o d u c t i o n S i t e P l a n \ S P - 5 . 0 P R O P O S E D T R A F F I C F L O W LEGEND GRAPHIC SCALE FEET010050 BUS S P BUS ROUTE PARENT ROUTE STUDENT ROUTE SPEED TABLE SWING ARM GATE CIVIL ENGINEER ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD., SUITE 150 DALLAS, TEXAS 75019 CONTACT: TED A. MURDAY, PE PHONE: (817) 328-3200 OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: 817-949-8222 APPLICANT/ARCHITECT HUCKABEE INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 NTS SITE MAP PROJECT LOCATION REVISED SITE PLAN LOT 1, BLOCK 1 CARROLL HIGH SCHOOL TO THE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS CONTAINING IN ALL 55.030 ACRES OF LAND SITUATED IN THE R. J. PADEN SURVEY ABSTRACT NO. 1255, TARRANT COUNTY, TEXAS CASE NO.: ZA18-0058 10'-0"6" 30'-0" 6"6" CONCRETE PVMT. CONCRETE PVMT. DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC 15 ' - 0 " 15 ' - 0 " 30'-0" 1 2 " 1 2 " 12" WIDE WHITE STRIPES TYP. NOTE: 1. MARKING ARROWS SHALL BE ORIENTED IN DIRECTION OF TRAFFIC FACE OF CURB N.T.S. SPEED HUMP DETAIL 10'-0"10'-0" SURFACE SHALL BE PAINTED W/ 2' WIDE WHITE STRIPE CONTINUOUS WELD AND GRIND SMOOTH TO PREPARE FOR HOT DIP GALVANIZED FINISH GATE HINGE FLUSH MOUNT KNOX BOX LATCH ASSEMBLY - REF. DET. REFLECTIVE TAPE EXISTING CURB/GUTTER AND DRIVE TO REMAIN GATE OPENING SYMMETRICAL ABOUT DRIVE CENTERLINE 1' - 2 " EQ EQ EQ EQ VARIES - VERIFY ON SITE 8" X 8" X 1/4" STL. TUBE 6" 2' - 6 " 8' - 0 " 2'-6" 2'-0" CONCRETE FOOTING 4"x4" SQUARE TUBING 1'-6" 2' - 8 " 2' - 1 0 " 3" PADLOCK GATE 4"x4" STL. TUBING 1/4" STL. PLATE 1/2" HOLE RUBBER STOP 12" 1' - 2 " 2"1/4" STL . PLATE 6 12" 4"2" 2" PLAN ELEV VA R I E S 2' - 0 " 1' - 4 " PINNED TYPE HINGE (SEE DETAIL) CURB/GUTTER FACE OF GATE GATE ELEVATION VIEW N.T.S. TOP VIEW N.T.S.BUSHING/ WASHERS CUT-AWAY VIEW N.T.S. WELD GATE POST TO OUTER SLEEVE OUTER PIPE SLEEVE IN N E R PI P E 8" X 8" X 1/4" HSS STEEL HEAVY DUTY GATE POST GREASE FITTING GREASE FITTING ON OUTER PIPE FULL LENGTH RESERVOIR GROOVE OPPOSITE OF THE GREASE FITTING GATE HINGE BRACKET GATE HINGE BRACKET 4" X 4" 1/8" HSS SQUARE STEEL TUBE GATE HSS SQUARE STEEL TUBE GATE HEAVY DUTY POST GENERL GATE NOTE: 1. ALL GATE PIPE (WITH EXCEPTION TO THE GATE POST) SHALL BE LIGHT-WEIGHT, HIGH STRENGTH STEEL SQUARE TUBING. GATE & HARDWARE SHALL BE WELDED & PAINTED. 2. ARCHITECT TO SELECT COLOR(S) AS PROVIDED BY THE CONTRACTOR. 3' - 4" VARIES PER GATE VA R I E S WELD 1/4" PLATE CAP AT POST TOP AND GRIND SMOOTH 8" 8"4 1/2" 1/2" 3' - 4" VARIES PER GATE 1/ 2 " 1/ 2 " 8" 3' - 0 " 4 1/2" CAP EACH END AND CONT WELD GRIND SMOOTH 4"x4" STL. TUBING 4"X4" STL. TUBING WELD CONTINIOUS 1/4" STL. PLATE (TYP.) 1/4" STL. PLATE TO PIVOT ON ROD. 1/4" STL. PLATE, 1-1/4" DIA. WELDED TO 1/2" ROD AND GRIND SMOOTH 1/2" DIA. HOLE 2" 12" 0' - 2". 1 3 4 " 0' - 1 / 2 " R1"R1" 5/8" HOLE 4"x4" STL. TUBING CAP EACH END AND CONT WELD GRIND SMOOTH 1/4" STL. PLATE 1/2" ROD W/ BEVELED END EXTENDED THROUGH GATE RAIL ADN FILLET WELD GRIND SMOOTH. NO ROD SHALL EXTEND PAST BACK SIDE OF GATE RAIL. 1 1 2 " 1"1"12" 2"5 8 "2" N.T.S. SECURITY GATE ELEVATION N.T.S. GATE HINGE DETAIL N.T.S. SECURITY GATE - LATCH POST SEE LATCH POST DETAIL N.T.S. LATCH POST DETAIL LATCH ASSEMBLY - ELEV. DETAIL - FRONT VIEW N.T.S. LATCH ASSEMBLY - PLAN DETAIL N.T.S. LEGEND EJ EXPANSION JOINT CJ CONSTRUCTION JOINT BC BACK OF CURB FC FACE OF CURB 6' X FLARED SIDE 1 12 NOTE: IF 'X' IS LESS THAN 48" THEN THE SLOPE OF THE FLARED SIDE SHALL NOT EXCEED 1:12. 4" SECTION A-A TOP OF RAMP 2% MAX GRADE ANY DIRECTION EJ 1:12 MAX EJ REINFORCED CONCRETE INSET 4" MIN. 6"GUTTER LINE 5.0' MIN. LANDING AREA N.T.S. - FLARED OR RETURN CURB CURB RAMP DETAIL DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE ON 1" MORTER BED (SEE CURB RAMP NOTES FOR APPLICATION) NOTES: 1. CROSS SLOPE NOT TO EXCEED 2% ON ANY PORTION OF RAMP OR TRANSITION SURFACE. 2. RAMPS SHALL BE CONSTRUCTED PER ADA & APPLICABLE STATE ACCESSIBILITY STANDARDS.. 3. CURB RAMPS SHALL BE MONOLITHIC POUR & SEPARATED FROM SITE PAVING WITH A DOWELED EXPANSION JOINT. DETECTABLE WARNING SURFACE (PUBLIC RIGHT-OF-WAY): 1. TRUNCATED DOMES SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. 2. TRUNCATED DOMES TO RUN PARALLEL TO PEDESTRIAN TRAVEL. 3. DETECTABLE WARNING PAVERS, OR PLATES MEETING ADA & STATE REQUIREMENTS ARE ACCEPTABLE. GROOVED SURFACE (RAMP FLARE): 1. FLARED CURB RAMP SURFACES SHALL BE TEXTURED WITH GROOVES 1/4" DEEP, 3/4" WIDE, 2" APART AND ARRANGED SO THAT WATER WILL NOT ACCUMULATE IN THE GROOVES. 2. FLARED CURB RAMP SURFACE SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF THE ADJOINING PEDESTRIAN ROUTE WHEN SPECIFIED. CURB RAMP NOTES 2. 0 % M A X . TRANSITION CURB 24" DETECTABLE WARNING SURFACE TO BE INSTALLED FULL WIDTH OF RAMP PER GOVERNING AGENCY IN PUBLIC RIGHT-OF-WAY (SEE CURB RAMP NOTES) SLIP RESISTANT SURFACE 2. 0 % M A X . 5.0% MAX.5.0% MAX. 2.0% MAX. LANDINGLANDING 2.0% MAX. 2.0% MAX. FULL CURB BC FC DO W E L E D E J DO W E L E D E J LANDING 5.0' MIN.5.0' MIN.6.0' MIN. TRANSITION CURB 5. 0 ' M I N . TURF LEGEND EJ EXPANSION JOINT CJ CONSTRUCTION JOINT BC BACK OF CURB FC FACE OF CURB CURB (IF SHOWN PER PLAN) CURBCURB 6.0 MIN. TRANSITION CURB 8.3% MAXIMUM8.3% MAXIMUM CJ CJ GUTTER LINE AA 6" SECTION B-B B B TRANSITION CURB5.0' MIN. NO CURB (FLAT) 4" SECTION A-A TOP OF RAMP 2% MAX GRADE ANY DIRECTION EJ 1:12 MAX EJ DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE ON 1" MORTER BED (SEE CURB RAMP NOTES FOR APPLICATION) 5.0' MIN. LANDING AREA REINFORCED CONCRETE INSET 4" MIN. N.T.S. -SIDEWALK PARELEL TO CURB PARALLEL CURB RAMP DETAIL SLIP RESISTANT SURFACE REINFORCED CONCRETE INSET 4" MIN. DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE ON 1" MORTER BED (SEE CURB RAMP NOTES FOR APPLICATION) LANDING 8. 3 % M A X SLIP RESISTANT SURFACE 5. 0 % M A X . CURB 2.0% MAX. 2.0% MAX. BC FC EJ E J 6. 0 ' M I N . A A 5. 0 ' M I N . TRANSITION CURB4.0' MIN. NO CURB (FLAT) 24" DETECTABLE WARNING SURFACE TO BE INSTALLED FULL WIDTH OF RAMP PER GOVERNING AGENCY IN PUBLIC RIGHT-OF-WAY (SEE CURB RAMP NOTES) CJ CJ CJCURB RETURN EDGE TREATMENT (TYPE B) FLARED EDGE TREATMENT (TYPE A)8.3% MAX 10% M A X 5. 0 ' M I N . ~ ~ ~ ~ SI T E D E T A I L S SP-6.0 LMG FI L E N A M E : S P - 6 . 0 S I T E D E T A I L S . d w g PL O T T E D B Y : R o n a l d A l l e n PL O T T E D O N : M o n d a y , D e c e m b e r 1 7 , 2 0 1 8 PL O T T E D A T : 1 : 0 1 : 4 1 P M TAM 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 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n \ S P - 6 . 0 S I T E D E T A I L S TBPE Registration #: F-1002 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O 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 TED A. MURDAY, P.E.REGISTRATION No. 91918, ON 12/17/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES 1 2 3 3 2 1 2 0 1 9 LOT6R, BLOCK 6 PHASE C SOUTHRIDGE LAKES SOUTHRIDGE LAKES PHASE C-1 LOT4R1, BLOCK 6 CAB. A, SLIDE 3774 CAB. A, SLIDE 2199 LOT 5, BLOCK 6 PHASE C-1 SOUTHRIDGE LAKES SOUTHRIDGE LAKES PHASE C-1 BLOCK 6 CAB. A, SLIDE 657 1 2 3 4 5 6 1 0 1 1 2 0 2 1 9 8 2 2 2 7 2 8 3 C 2 A 3 C 2 MYERS MEADOW COMMON AREA CAB. A, SLIDE 1329 C A B . A , S L . 9 1 5 S T O N E L A K E S P H A S E I B L O C K 7 S T O N E L A K E S P H A S E 3 C A B . A , S L . 6 7 9 A B L O C K 7 3 3 3 4 2 3 CAB. A, SL. 2575 PARK PLACE B L O C K 2 3 5 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 2 3 3 3 1 B L O C K 2 2 9 R 1 2 CAB. A, SLIDE 3774 LOT 2 LOT 1 L O T 5 L O T 6 GRACE PRESBYTERIAN,USA V. 11705, p.158 MAYFAIR DRIV E C A M B R I D G E C R O S S I N G W A T E R F O R D D R I V E C O R P O R A T E C I R C L E S O U T H R I D G E L A K E P K W Y . STONEBURY DRIVE RICHMOND CT WEDGEWOOD CT S O U T H P E Y T O N V I L L E R O A D ( V A R I A B L E R I G H T - O F - W A Y ) 6972 23" OAK 8000 26" OAK 8001 10" OAK 8002 17" OAK 8003 10" OAK 8004 20" OAK 8005 18" OAK 6971 27" OAK 8006 23" OAK 6968 14" OAK 6967 15" OAK 6961 14" OAK 6960 14" OAK 6958 16" OAK 6957 13" OAK 6955 19" OAK 6956 16" OAK 6953 18" OAK 6952 9" OAK 6950 13" OAK 6951 20" OAK 6947 16" OAK 6943 19" OAK 6944 15" OAK 5983 12" OAK 8072 8" OAK 8069 13" OAK 8067 7" OAK 8066 7" OAK 8061 6" OAK 8064 11" OAK 8063 10" OAK 8062 14" OAK 8061 12" OAK 8042 14" OAK 8043 12" OAK 8044 13" OAK 8045 11" OAK 8046 15" OAK 8047 9" OAK 8060 12" OAK 8058 11" OAK 8056 13" OAK 8057 9" OAK 8048 13" OAK 8049 10" OAK 8050 9" OAK 8051 8" OAK 8052 10" OAK 8055 13" OAK 8054 11" OAK 8053 12" OAK 8008 12" OAK 8009 18" OAK 8012 8" OAK 8013 8" OAK 8015 8" OAK8016 9" OAK 8017 10" OAK 8014 8" OAK 8021 8" OAK 8022 6" OAK 8020 8" OAK 8019 13" OAK 8018 9" OAK 8023 7" OAK8024 7" OAK 8025 7" OAK 8028 8" OAK 8026 9" OAK 8027 6" OAK 8029 8" OAK 8030 8" OAK 8031 6" OAK8032 9" OAK 8033 7" OAK8034 20" OAK 6970 12" OAK 6974 11" OAK 6617 13" OAK 6973 15" OAK 6008 15" OAK 9007 7" OAK 8041 8" OAK 9000 6" OAK 9001 10" OAK 9003 6" OAK 9004 9" OAK 9005 10" OAK 9006 11" OAK 9002 7" OAK 6927 7" OAK 6934 14" OAK 6933 11" OAK 6932 14" OAK 6930 12" OAK WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) 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 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRE L A N E FI R E L A N E FIR E L A N E FIRELANE F I R E L A N E FIRELANE FI 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 FIRELANE F I 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 FIRELANE FIRE L A N E FI R E L A N E FIRELANE FI R E L A N E F I R E L A N E F I R E L A N E FF = 676.5± EXISTING ART BUILDING FF = 676.9± EXISTING MAIN BUILDING FF = 677.50 FF = 680.00 PROPOSED MUSIC CENTER VAN FI R E L A N E FI R E L A N E FIRELANE FIRELANE FIRELANE FIRELANE FI R E L A N E FI R E L A N E FIRELANE FIR E L A N E FI R E L A N E FI R E L A N E FIRELANE FIRELANE FIRELANE 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 50' SETBACK 30 ' S E T B A C K JOGGING TRAIL B B B B B B B B B B B B B B B B B B B B B B B B B B BB B B B B B B B BBBBBBBBBB BBBBBBBBBBBB B B B B B BB BBBB B BB B B B B PP P V V E E 6 6 0 66 5 6 7 0 A TP T P TP T P T P TP T P TP TP T P T P TP T P TP T P TP T P T P TP T P TP TP TP T P 1 2 3 3 2 1 2 0 1 9 LOT6R, BLOCK 6 PHASE C SOUTHRIDGE LAKES SOUTHRIDGE LAKES PHASE C-1 LOT4R1, BLOCK 6 CAB. A, SLIDE 3774 CAB. A, SLIDE 2199 LOT 5, BLOCK 6 PHASE C-1 SOUTHRIDGE LAKES SOUTHRIDGE LAKES PHASE C-1 BLOCK 6 CAB. A, SLIDE 657 1 2 3 4 5 6 1 0 1 1 2 0 2 1 9 8 2 2 2 7 2 8 3 C 2 A 3 C 2 MYERS MEADOW COMMON AREA CAB. A, SLIDE 1329 C A B . A , S L . 9 1 5 S T O N E L A K E S P H A S E I B L O C K 7 S T O N E L A K E S P H A S E 3 C A B . A , S L . 6 7 9 A B L O C K 7 3 3 3 4 2 3 CAB. A, SL. 2575 PARK PLACE B L O C K 2 3 5 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 2 3 3 3 1 B L O C K 2 2 9 R 1 2 CAB. A, SLIDE 3774 LOT 2 LOT 1 L O T 5 L O T 6 GRACE PRESBYTERIAN,USA V. 11705, p.158 MAYFAIR DRIV E C A M B R I D G E C R O S S I N G W A T E R F O R D D R I V E C O R P O R A T E C I R C L E S O U T H R I D G E L A K E P K W Y . STONEBURY DRIVE RICHMOND CT WEDGEWOOD CT S O U T H P E Y T O N V I L L E R O A D ( V A R I A B L E R I G H T - O F - W A Y ) 6972 23" OAK 8000 26" OAK 8001 10" OAK 8002 17" OAK 8003 10" OAK 8004 20" OAK 8005 18" OAK 6971 27" OAK 8006 23" OAK 6968 14" OAK 6967 15" OAK 6961 14" OAK 6960 14" OAK 6958 16" OAK 6957 13" OAK 6955 19" OAK 6956 16" OAK 6953 18" OAK 6952 9" OAK 6950 13" OAK 6951 20" OAK 6947 16" OAK 6943 19" OAK 6944 15" OAK 5983 12" OAK 8072 8" OAK 8069 13" OAK 8067 7" OAK 8066 7" OAK 8061 6" OAK 8064 11" OAK 8063 10" OAK 8062 14" OAK 8061 12" OAK 8042 14" OAK 8043 12" OAK 8044 13" OAK 8045 11" OAK 8046 15" OAK 8047 9" OAK 8060 12" OAK 8058 11" OAK 8056 13" OAK 8057 9" OAK 8048 13" OAK 8049 10" OAK 8050 9" OAK 8051 8" OAK 8052 10" OAK 8055 13" OAK 8054 11" OAK 8053 12" OAK 8008 12" OAK 8009 18" OAK 8012 8" OAK 8013 8" OAK 8015 8" OAK8016 9" OAK 8017 10" OAK 8014 8" OAK 8021 8" OAK 8022 6" OAK 8020 8" OAK 8019 13" OAK 8018 9" OAK 8023 7" OAK8024 7" OAK 8025 7" OAK 8028 8" OAK 8026 9" OAK 8027 6" OAK 8029 8" OAK 8030 8" OAK 8031 6" OAK8032 9" OAK 8033 7" OAK8034 20" OAK 6970 12" OAK 6974 11" OAK 6617 13" OAK 6973 15" OAK 6008 15" OAK 9007 7" OAK 8041 8" OAK 9000 6" OAK 9001 10" OAK 9003 6" OAK 9004 9" OAK 9005 10" OAK 9006 11" OAK 9002 7" OAK 6927 7" OAK 6934 14" OAK 6933 11" OAK 6932 14" OAK 6930 12" OAK WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) 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 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRE L A N E FI R E L A N E FIR E L A N E FIRELANE F I R E L A N E FIRELANE FI 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 FIRELANE F I 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 FIRELANE FIRE L A N E FI R E L A N E 50' BUILDING SETBACK 20' SETBACK LINE TP T P TP T P NEW MUSIC CENTER (REF. SHEET L0.1) #11 16" WILLOW #12 10" WILLOW #24 8" COTTONWOOD #28 6" WILLOW #29 8" ELM #30 11" ELM L0.0 JRK JRK FI L E N A M E : L 0 . 1 T R E E C O N S E R V A T I O N N E W M U S I C C E N T E R P L A N . d w g PL O T T E D B Y : J a m e s K i n d r e d 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 TR E E C O N S E R V A T I O N P L A N OV E R A L L / D R A I N A G E W A Y PL O T T E D A T : 3 : 0 1 : 4 2 P M BRH 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 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n \ L 0 . 1 T R E E C O N S E R V A T I O N N E W M U S I C C E N T E R P L A N GRAPHIC SCALE FEET08040 1" = 40' LIMITS OF TREE PROTECTION (PER METHOD AS APPROPRIATE) PER CITY OF SOUTHLAKE STANDARDS TREES TO BE REMOVED TREES TO BE RETAINED LEGEND NEW MUSIC CENTER SOURCE:6121)4#2*+% 5748';%1/2.'6'&$;/#45*#...#0%#56'4 #551%+#6'5'&/#;#0&4'Ä8'4+(+'& 105+6'$;#&#/5'0)+0''4+0)(1464'' .1%#6+1055+<'5#0&52'%+'59+6*+0241,'%6 .+/+65#7)756 DRAINAGE AREA SOURCE:64''%105'48#6+10 2.#0%1/2.'6'&$;.2#'&/#;#0& 2418+&'&106*+52.#02'46*'4'37'561(%+6; 1(5176*.#-'2.#00+0)4'8+'956#(( EXISTING TREE INVENTORY SOURCE 5''5'%ÄÄ64''4'2.#%'/'06#0&64''2416'%6+1056#0&5+06*'%+6;1( 5176*.#-'%1&'1(14&+0#0%'5 TREE REPLACEMENT & PROTECTION PROCEDURES FOR the City of Southlake NTS SITE MAP PROJECT LOCATION CARROLL SENIOR HIGH SCHOOL W. SOUTHLAKE BLVD. (1709) S. P E Y T O N V I L L E A V E . PARK PL. W A T E R F O R D D R . TP CIVIL ENGINEER : ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: TED A. MURDAY, P.E. PHONE: (817) 328-3200 OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: (817) 949-8222 APPLICANT / ARCHITECT : HUCKABEE ASSOCIATES INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 LANDSCAPE ARCHITECT : ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: BEN HENRY, PLA PHONE: (817) 328-3200 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF BEN R. HENRY, ASLA LANDSCAPE ARCHITECT No. 1826, ON 12/27/18 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O U T H L A K E , T E X A S CASE NO.: ZA18-0058 )41555+6'#4'# #%4'5 5( ':+56+0)64''%#012;#4'# #%4'5 5( 1(5+6'#4'# ':+56+0)64''%#012;241215'&61$'4'/18'& 5( 1(%#012;61$'4'/18'& ':+56+0)64''%#012;241215'&614'/#+0 5( 1(%#012;614'/#+0 * NOTE : TREE CANOPY CALCULATIONS ARE APPROXIMATE BASED SOLEY ON TREE LOCATIONS FROM THE TREE PRESERVATION PLAN DONE BY LPA AND SEALED BY ROBERT TRAVIS RICE ON 05/17/2048 AND COMBINED WITH AERIAL IMAGERY. TREE TABULATIONS - DRAINAGE WAY S O U T H P E Y T O N V I L L E R O A D ( V A R I A B L E R I G H T - O F - W A Y ) 6972 23" OAK 8000 26" OAK 8001 10" OAK 8002 17" OAK 8003 10" OAK 8004 20" OAK 8005 18" OAK 6971 27" OAK 8006 23" OAK 6968 14" OAK 6967 15" OAK 6961 14" OAK 6960 14" OAK 6958 16" OAK 6957 13" OAK 6955 19" OAK 6956 16" OAK 6953 18" OAK 6952 9" OAK 6950 13" OAK 6951 20" OAK 6947 16" OAK 6943 19" OAK 6944 15" OAK 5983 12" OAK 8072 8" OAK 8069 13" OAK 8067 7" OAK 8066 7" OAK 8061 6" OAK 8064 11" OAK 8063 10" OAK 8062 14" OAK 8061 12" OAK 8042 14" OAK 8043 12" OAK 8044 13" OAK 8045 11" OAK 8046 15" OAK 8047 9" OAK 8060 12" OAK 8058 11" OAK 8056 13" OAK 8048 13" OAK 8049 10" OAK 8050 9" OAK 8051 8" OAK 8052 10" OAK 8055 13" OAK 8054 11" OAK 8053 12" OAK 8008 12" OAK 8009 18" OAK 8012 8" OAK 8013 8" OAK 8015 8" OAK8016 9" OAK 8017 10" OAK 8014 8" OAK 8021 8" OAK 8022 6" OAK 8020 8" OAK 8019 13" OAK 8018 9" OAK 8023 7" OAK8024 7" OAK 8025 7" OAK 8028 8" OAK 8026 9" OAK 8027 6" OAK 8029 8" OAK8030 8" OAK 8031 6" OAK8032 9" OAK8033 7" OAK8034 20" OAK 6970 12" OAK 6974 11" OAK 6617 13" OAK 6973 15" OAK 6008 15" OAK 9007 7" OAK 8041 8" OAK 9000 6" OAK 9001 10" OAK 9003 6" OAK 9004 9" OAK 9005 10" OAK 9006 11" OAK 9002 7" OAK 69277" OAK 6934 14" OAK 6933 11" OAK 6932 14" OAK 6930 12" OAK WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) 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 FIRELANE FIRELANE FIRELANE FIRELANE 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 FIRELANE FIRELANE FIRELANE FIRELANE 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 FF = 676.5± EXISTING ART BUILDING FF = 676.9± EXISTING MAIN BUILDING FF = 677.50 FF = 680.00 PROPOSED MUSIC CENTER VAN 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 FIRE L A N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FI R E L A N E FI R E L A N E FIRELANE FIRELANE FIRELA 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 FIR E L A N E FIRELANE FIRELANE FIRE L A N E FIR 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 FIRELAN E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIREL A N E FIRELANE FIRELANE 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 50' SETBACK 30 ' S E T B A C K BB B BB B B B B PP P V V T P TP T P T P T P TP TP T P T P T P T P T P T P TP T P T P T P TP T P TP T P T P T P TP T P T P T P TP T P TP TP T P T P T P TP T P T P T P TP T P TP T P T P TP T P T P TP T P TP T P TP T P TP T P TP T P TP TP T P T P TP T P TP T P S O U T H P E Y T O N V I L L E R O A D ( V A R I A B L E R I G H T - O F - W A Y ) 6972 23" OAK 8000 26" OAK 8001 10" OAK 8002 17" OAK 8003 10" OAK 8004 20" OAK 8005 18" OAK 6971 27" OAK 8006 23" OAK 6968 14" OAK 6967 15" OAK 6961 14" OAK 6960 14" OAK 6958 16" OAK 6957 13" OAK 6955 19" OAK 6956 16" OAK 6953 18" OAK 6952 9" OAK 6950 13" OAK 6951 20" OAK 6947 16" OAK 6943 19" OAK 6944 15" OAK 5983 12" OAK 8072 8" OAK 8069 13" OAK 8067 7" OAK 8066 7" OAK 8061 6" OAK 8064 11" OAK 8063 10" OAK 8062 14" OAK 8061 12" OAK 8042 14" OAK 8043 12" OAK 8044 13" OAK 8045 11" OAK 8046 15" OAK 8047 9" OAK 8060 12" OAK 8058 11" OAK 8056 13" OAK 8048 13" OAK 8049 10" OAK 8050 9" OAK 8051 8" OAK 8052 10" OAK 8055 13" OAK 8054 11" OAK 8053 12" OAK 8008 12" OAK 8009 18" OAK 8012 8" OAK 8013 8" OAK 8015 8" OAK8016 9" OAK 8017 10" OAK 8014 8" OAK 8021 8" OAK 8022 6" OAK 8020 8" OAK 8019 13" OAK 8018 9" OAK 8023 7" OAK8024 7" OAK 8025 7" OAK 8028 8" OAK 8026 9" OAK 8027 6" OAK 8029 8" OAK8030 8" OAK 8031 6" OAK8032 9" OAK8033 7" OAK8034 20" OAK 6970 12" OAK 6974 11" OAK 6617 13" OAK 6973 15" OAK 6008 15" OAK 9007 7" OAK 8041 8" OAK 9000 6" OAK 9001 10" OAK 9003 6" OAK 9004 9" OAK 9005 10" OAK 9006 11" OAK 9002 7" OAK 69277" OAK 6934 14" OAK 6933 11" OAK 6932 14" OAK 6930 12" OAK WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) 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 FIRELANE FIRELANE FIRELANE FIRELANE 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 T P TP T P TP 50' BUILDING SETBACK 20' SETBACK LINE T P TP TP T P T P T P T P TP TP T P L0.1 JRK JRK FI L E N A M E : L 0 . 1 T R E E C O N S E R V A T I O N N E W M U S I C C E N T E R P L A N . d w g PL O T T E D B Y : J a m e s K i n d r e d PL O T T E D O N : M o n d a y , D e c e m b e r 1 7 , 2 0 1 8 TR E E C O N S E R V A T I O N NE W M U S I C C E N T E R P L A N PL O T T E D A T : 8 : 0 9 : 5 7 A M BRH 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 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n \ L 0 . 1 T R E E C O N S E R V A T I O N N E W M U S I C C E N T E R P L A N GRAPHIC SCALE FEET08040 1" = 40' NTS SITE MAP PROJECT LOCATION CARROLL SENIOR HIGH SCHOOL W. SOUTHLAKE BLVD. (1709) S. P E Y T O N V I L L E A V E . PARK PL. W A T E R F O R D D R . T P TP THIS DOCUMENT IS RELEASED FORTHE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENTUNDER THE AUTHORITY OF BEN R. HENRY, ASLA LANDSCAPE ARCHITECT No. 1826, ON 12/17/18 THIS DOCUMENT IS NOT TO BE USED FORCONSTRUCTION PURPOSES RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 C Copyright 2018, Adams SHEET: 2018.171 DECEMBER 17, 2018 NE W M U S I C C E N T E R A N D R E N O V A T I O N F O R CA R R O L L S E N I O R H I G H S C H O O L CA R R O L L I S D S O U T H L A K E , T E X A S CASE NO.: ZA18-0058 LIMITS OF TREE PROTECTION (PER METHOD AS APPROPRIATE) PER CITY OF SOUTHLAKE STANDARDS TREES TO BE REMOVED TREES TO BE RETAINED LEGEND SOURCE: TOPOGRAPHIC SURVEY COMPLETED BY MARSHALL LANCASTER & ASSOCIATES DATED MAY 5, 2010 AND RE-VERIFIED ON SITE BY ADAMS ENGINEERING FOR TREE LOCATIONS, SIZES AND SPECIES WITHIN PROJECT LIMITS AUGUST 2018. EXISTING TREE INVENTORY SOURCE - NO STREAMS / CREEKS / PONDS EXIST ON SITE - CRITICAL ROOT ZONES ARE LOCATED WITHIN DRIPLINE OF TREES. SITE NOTES GROSS SITE AREA (+/- 55.8 ACRES): 2,429,783 SF EXISTING TREE CANOPY AREA: 259,708 SF % OF SITE AREA: 10.7% EXISTING TREE CANOPY PROPOSED TO BE REMOVED: 16,735 SF % OF CANOPY TO BE REMOVED: 6.4% EXISTING TREE CANOPY PROPOSED TO REMAIN: 242,973 SF % OF CANOPY TO REMAIN: 93.6% * NOTE : TREE CANOPY CALCULATIONS ARE APPROXIMATE BASED ON TREE LOCATIONS FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY. TREE TABULATIONS - NEW MUSIC CENTER SEE SEC. 9.5-379 - 'TREE REPLACEMENT AND TREE PROTECTION STANDARDS' IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. TREE REPLACEMENT & PROTECTION PROCEDURES FOR the City of Southlake TP EXISTING TREE PRESERVATION CREDITS 2 (2) CANOPY or (4) UNDERSTORY6" DBH 7" DBH 8" DBH 9" DBH 10" DBH 11" DBH 12" DBH 13" DBH 14" DBH 15" DBH 16" DBH 18" DBH 19" DBH 20" DBH 23" DBH 26" DBH 4 6 4 6 6 5 6 3 4 1 1 1 1 1 1 (4) CANOPY or (8) UNDERSTORY (6) CANOPY or (12) UNDERSTORY (4) CANOPY or (8) UNDERSTORY (6) CANOPY or (12) UNDERSTORY (6) CANOPY or (12) UNDERSTORY (5) CANOPY or (10) UNDERSTORY CREDITS: (2) CANOPY or (3) ORNAMENTAL CREDITS: (1) CANOPY or (2) ORNAMENTALSIZE OF PRESERVED TREEQTY. (12) CANOPY or (18) UNDERSTORY (2) CANOPY or (3) UNDERSTORY (2) CANOPY or (3) UNDERSTORY (2) CANOPY or (3) UNDERSTORY (2) CANOPY or (3) UNDERSTORY (2) CANOPY or (3) UNDERSTORY (2) CANOPY or (3) UNDERSTORY (6) CANOPY or (9) UNDERSTORY (8) CANOPY or (12) UNDERSTORY TOTAL CREDITS: CREDITS: (71) CANOPY or (131) ORNAMENTAL In situations where a protected tree remains in the immediate area of intended construction, and the tree may be in danger of being damaged by construction equipment or other activity, the Contractor or Subcontractor shall protect the tree with 2" x 4" lumber encircled with wire or other means that do not damage the tree. The intent is to protect the trunk of the tree against incidental contact by large construction equipment. PROTECTED TREE 2" X 4" LUMBER WIRE FINISH GRADE BARK PROTECTION N.T.S. PROTECTED TREE DRIP LINE CRITICAL ROOT ZONE 20' TO OUTERMOST DRIP LINE CANOPY CRITICAL ROOT ZONE AREA N.T.S. DRIP LINE CRITICAL ROOT ZONE 20' TO OUTERMOST DRIP LINE HIGH VISABILITY PLASTIC MESH FENCE PROTECTIVE FENCING: Orange vinyl construction fencing, chain link fencing, snow fencing, or other similar fencing at least four feet (4') high and supported at a maximum of ten (10') foot intervals by approved methods sufficient enough to keep the fence upright and in place. The fencing shall be of a highly visible material. PRIOR TO CONSTRUCTION: The Contractor or Subcontractor shall construct and maintain, for each protected tree or group of trees on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect it from construction activity. All protective fencing shall be in place prior to commencement of any site work, and remain in place until all exterior work has been completed. PROTECTED TREE PROTECTED TREES TREE PROTECTION FENCING N.T.S. DRIP LINE DRIP LINE PROVIDED BY: NATIONAL ARBOR DAY FOUNDATION ILLUSTRATIONS A. Make a partial cut from beneath at a point several inches away from the trunk. B. Make a second cut several inches out and above the first cut to allow the limb to fall safely. C. Complete the job with a final cut just outside the branch collar, the raised area that surrounds the branch where it joins the trunk. TREE TOPPING: It shall be unlawful for any person to top any tree without having a tree permit approved by the Landscape Administrator. If the Landscape Administrator determines that topping the tree is necessary because the tree has been severely damaged by storms or other causes, or is in a circumstance which makes other pruning practices impractical, the Landscape Administrator may issue a tree permit allowing topping of the tree. A B C PRUNING N.T.S. BORING: Boring of utilities under protected trees shall be required in those circumstances where it is not possible to trench around the critical root zone of the protected tree. When required, the length of the bore shall be the width of the critical root zone at a minimum and shall be a minimum depth of 48 inches. TRENCH - 40% ROOT KILL TUNNELING SAVES ROOTS PROTECTED TREE BORING AND TUNNELING N.T.S. DRIP LINE CIVIL ENGINEER : ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: TED A. MURDAY, P.E. PHONE: (817) 328-3200 OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: (817) 949-8222 APPLICANT / ARCHITECT : HUCKABEE ASSOCIATES INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 LANDSCAPE ARCHITECT : ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: BEN HENRY, PLA PHONE: (817) 328-3200 SSMHSSMH 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 FIRELANE FIRELANE 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 FIRELANE FIRELANE FIRELANE FIRELANE F I R E L A N E F I R E L A N E SOD SOD SOD SOD SOD EX. 6" SS EX. 6" SS SSMH SSMH SSMH SSMH 6''SS6''SS 6972 23" OAK 8000 26" OAK 6968 14" OAK 6951 20" OAK 6947 16" OAK 6943 19" OAK 6944 15" OAK 5983 12" OAK 8072 8" OAK 8069 13" OAK 8067 7" OAK 8066 7" OAK 8061 6" OAK 8064 11" OAK 8063 10" OAK 8062 14" OAK 8061 12" OAK 8042 14" OAK 8043 12" OAK 8044 13" OAK 8045 11" OAK 8046 15" OAK 8047 9" OAK 8060 12" OAK 8058 11" OAK 8056 13" OAK 8057 9" OAK 8048 13" OAK 8049 10" OAK 8050 9" OAK 8051 8" OAK 8052 10" OAK 8055 13" OAK 8054 11" OAK 8053 12" OAK 8008 12" OAK 8009 18" OAK 8012 8" OAK 8013 8" OAK 8015 8" OAK8016 9" OAK 8017 10" OAK 8014 8" OAK 6970 12" OAK 6974 11" OAK 6617 13" OAK 6973 15" OAK 6008 15" OAK 9007 7" OAK 8041 8" OAK 9000 6" OAK 9001 10" OAK 9004 9" OAK 9005 10" OAK 9006 11" OAK 9002 7" OAK 6927 7" OAK 6934 14" OAK 6933 11" OAK 6932 14" OAK 6930 12" OAK 6972 23" OAK 8000 26" OAK 6968 14" OAK 6951 20" OAK 6947 16" OAK 6943 19" OAK 6944 15" OAK 5983 12" OAK 8072 8" OAK 8069 13" OAK 8067 7" OAK 8066 7" OAK 8061 6" OAK 8064 11" OAK 8063 10" OAK 8062 14" OAK 8061 12" OAK 8042 14" OAK 8043 12" OAK 8044 13" OAK 8045 11" OAK 8046 15" OAK 8047 9" OAK 8060 12" OAK 8058 11" OAK 8056 13" OAK 8057 9" OAK 8048 13" OAK 8049 10" OAK 8050 9" OAK 8051 8" OAK 8052 10" OAK 8055 13" OAK 8054 11" OAK 8053 12" OAK 8008 12" OAK 8009 18" OAK 8012 8" OAK 8013 8" OAK 8015 8" OAK8016 9" OAK 8017 10" OAK 8014 8" OAK 6970 12" OAK 6974 11" OAK 6617 13" OAK 6973 15" OAK 6008 15" OAK 9007 7" OAK 8041 8" OAK 9000 6" OAK 9001 10" OAK 9004 9" OAK 9005 10" OAK 9006 11" OAK 9002 7" OAK 6927 7" OAK 6934 14" OAK 6933 11" OAK 6932 14" OAK 6930 12" OAK N 89°21'01"E N 0 1 ° 0 7 ' 0 9 " E 6 0 5 . 4 7 ' N 89°21'01"E N 0 1 ° 0 7 ' 0 9 " E 6 0 5 . 4 7 ' 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 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 VAN FIRELANE FIRELANE FIRELANE FIRELANE 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 FIR 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 FIRE L A N E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FI R E L A N E FI R E L A N E FIRELANE FIRELANE FIREL A N E FIR 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 FIR E L A N E FIRELANE FIRELANE FIRE L A N E FIR 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 FIRELAN E FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIREL A N E FIRELANE FIRELANE 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 FF = 676.5± EXISTING ART BUILDING FF = 676.9± EXISTING MAIN BUILDING FF = 677.50 FF = 680.00 PROPOSED MUSIC CENTER 50' SETBACK 30 ' S E T B A C K BBB B BB B B B B PP P V V WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) SO U T H P E Y T O N V I L L E R O A D (V A R I A B L E R I G H T - O F - W A Y ) WEST SOUTHLAKE BOULEVARD (F.M. 1709) (VARIABLE RIGHT-OF-WAY) EXISTING TREES TO REMAIN (TYP.) EXISTING TREES TO REMAIN, TYP. EXISTING TREES TO REMAIN, TYP. EXISTING TREES TO REMAIN, TYP. ACCENT PAVING (TYP.) SCULPTURE / PUBLIC ART DISPLAY AREA ACCENT PLANTING (RED YUCCA) NEW CANOPY TREE (LIVE OAK) REFURBISHED & RELOCATED MEMORIAL PLAQUES GROUND COVER SOD SOD SOD SOD UNDERSTORY TREE - CRAPE MYRTLE (TYP.) UNDERSTORY TREE - CRAPE MYRTLE (TYP.) NEW CANOPY TREE RED OAK (TYP.) NEW CANOPY TREE RED OAK (TYP.) NEW CANOPY TREE RED OAK (TYP.) UNDERSTORY TREE - CRAPE MYRTLE (TYP.) SOD SOD SO D SOD BENCHES (TYP.) SHRUBS ARCHITECTURAL SCREEN WALL GROUND COVER SOD NEW CANOPY TREES RED OAK (TYP.) SOD SOD SOD SOD UNDERSTORY TREE - CRAPE MYRTLE (TYP.) GRAPHIC SCALE FEET08040 1" = 40' 3.0 LANDSCAPE /IRRIGATION REQUIREMENTS 3.3 INTERIOR LANDSCAPE AREA REQUIREMENTS: The amount of landscape area required on the interior of the lot (excludes bufferyards) shall be on the square footage of the proposed buildings. The square footage of the building for the purpose of this ordinance will be the square footage of the first floor or the square footage of the largest floor, whichever is greater. a. Calculating Interior Landscape Area: The required landcape area for each zoning shall be based on the percentage (%) of the floor area as determined above in accordance with the following chart. ZONING SP1, CS = 30% OF FLOOR AREA b. Planting requirements: The following plants shall be required, at a minimum within the required interior landscape areas at the ratio indicated. - 1 Canopy Tree per 500 square feet - 1 Understory Tree per 250 square feet - 1 Shrub per 40 square feet - Ground Cover - 15% of required area - Seasonal Color - 2% of required area 3.4 PARKING LOT LANDSCAPE REQUIREMENTS: The parking lot landscape area requirements shall be as follows based on the percentage of parking located between the building façade and the R.O.W.. Any new parking area added to an existing site shall comply with the requirements herein. Less than 25% = 15 sq. ft. per parking stall Each row of parking stalls shall provide the required landscape area, however, it shall be the applicant's right to place the islands near the buildings, throughout the parking, or at the end of the rows away from the building. The Landscape Administrator may modify the island requirement for each row in situations where it would appear beneficial to combine an awkward or hazardous island into a larger island within the parking area. Planter islands shall have a minimum width of 12' back-to-back if curbed or 13' edge-to-edge if no curb is intended, and shall be equal to the length of the parking stall. Parking lot landscape areas do count towards the total required interior landscape area. a. Existing Trees: The Landscape Administrator may approve variations to the parking lot landscape island requirements in order to preserve existing trees in interior parking areas. For existing trees the minimum width of the parking lot landscape island shall be as follows: Tree Size Min. Island Width Min. Dist. Tree to Curb 6" - 12" DBH = 12' minimum width 4’ Greater than 12" DBH = 18' minimum width 8’ b. Planting Requirements: Each individual parking lot landscape island shall contain a minimum of one (1) canopy tree with the remaining area in shrubs, ground cover, ornamental grasses, or seasonal color. Parking lot landscape islands which have light poles for lighting the parking areas may substitute two (2) understory/accent trees for the required canopy tree. All required landscape areas shall be evenly distributed throughout the entire required parking lot landscape areas. LANDSCAPE REQUIREMENTS for the City of Southlake, TX LANDSCAPE CALCULATIONS for the City of Southlake, TX REQUIRED Interior Landscape Area Requirements: First Floor = 59,740 SF x 30% = 17,922 SF Canopy Trees (1 per 500 SF)17,922 SF / 500 SF = 36 Trees Understory Trees (1 per 250 SF) 17,922 SF / 250 SF = 72 Trees Shrubs (1 per 40 SF)17,922 SF / 40 SF = 448 Shrubs Ground Cover (15%)17,922 SF x 15% = 269 SF Seasonal Color (2%)17,922 SF x 2% = 358 SF NEW MUSIC CENTER PROVIDED 52 Shrubs 834 SF 0 SF 17,922 SF SYM.KEY QTY.COMMON NAME SCIENTIFIC NAME SPREADHEIGHTSIZEROOTO.C.COMMENT Plant Material List City of Southlake, Texas Reference Recommended Plant Material List In Accordance to the Current Edition of The American Standard for Nursery Stock -N/A CONT.- --PROPOSED GROUNDCOVER (Texas Sedge Grass or Similar) CANOPY TREES: UNDERSTORY TREES: LO Live Oak Quercus virginiana N/A 8" cal. 24' min. 14' min.Full Canopy, Healthy, Good FormCont.1 SO Shumard Red Oak Quercus shumardii N/A 4" cal. 14' min. 8' min.Full Canopy, Healthy, Good Form Strong Single Leader7Cont. Cont.2" cal. 10' min.5' min.Full Canopy, Healthy, Good FormN/ACMCrape Myrtle 'Natchez' Lagerstroemia indica 'Natchez'Multi-trunk, Upright16 944 sf -19 SOD TURF - COMMON BERMUDA - --- - -35 Hardy, Healthy, Drought Tolerant SHRUBS: GROUNDCOVER: 36"3 gal Full, Healthy, Even GrowthCont.Hesperaloe parviflora Red Yucca 24" min. 18" min. Compact Texas Sage Leucophyllum frutescens 'compacta'Cont.3 gal.24" min. 18" min.36"Full, Healthy, Even Growth 7 New Trees + Credits (36 Canopy Tree Credits) 16 New Trees + Credits (56 Ornamen. Tree Credits) MATCHLINE 'A' MATCHLINE 'A' 2018.171 DECEMBER 17, 2018 N E W M U S I C C E N T E R A N D R E N O V A T I O N F O R C A R R O L L S E N I O R H I G H S C H O O L C A R R O L L I S D S O U T H L A K E , T E X A S VARIANCE TO THE LANDSCAPE ORDINANCE HAS BEEN REQUESTED. CIVIL ENGINEER : ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: TED A. MURDAY, P.E. PHONE: (817) 328-3200 OWNER/DEVELOPER CARROLL ISD 2400 NORTH CARROLL AVE. SOUTHLAKE, TEXAS 76092 PHONE: (817) 949-8222 APPLICANT / ARCHITECT : HUCKABEE ASSOCIATES INC. 801 CHERRY ST., SUITE 500 FORT WORTH, TEXAS 76102 CONTACT: JESSE SHERR PHONE: (817) 377-2969 LANDSCAPE ARCHITECT : ADAMS - ENGINEERING & DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: BEN HENRY, PLA PHONE: (817) 328-3200 CASE NO.: ZA18-0058 TBPE Registration #: F-1002 R E V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of A d a m s . Th 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 co 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 . An 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 re 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 ar 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 4 , 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 5 D a l l a s , T e x a s 7 5 0 1 9 5 ( 8 1 7 ) 3 2 8 - 3 2 0 0 C Copyright 2018, Adams SHEET: THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF REGISTRATION No. 91918, ON ---- THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TED A. MURDAY, P.E. L1.0 JRK JRK ##### # FI L E N A M E : L 1 . 0 L A N D S C A P E P L A N . d w g PL O T T E D B Y : J a m e s K i n d r e d PL O T T E D O N : Fr i d a y , D e c e m b e r 1 4 , 2 0 1 8 TR E E C O N S E R V A T I O N P L A N OV E R A L L PL O T T E D A T : 7: 0 3 : 1 2 A M BRH #### PL O T T E D W I T H : No n e 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 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n I : \ P r o j e c t s \ 2 0 1 8 \ 2 0 1 8 . 1 7 1 H u c k a b e e - C a r r o l I S D - N e w M u s i c C e n t e r \ D r a w i n g s \ 0 3 - P r o d u c t i o n S i t e P l a n \ L 1 . 0 L A N D S C A P E P L A N BRK1: ACME DOVE GRAY BRICK ACMU1: OLDCASTLE 700 -LARGE FORMAT ARCHITECTURAL CONCRETE MASONRY UNIT -POLISHED FACE LIMESTONEMASONRY MATERIALS MTP1: LIGHT GREY METAL PANEL -RIBBED -CONCEALED FASTENER MTP2: ANONDIZED ALUM COMPOSTIE METAL PANEL -SMOOTH CMP1: GREEN COMPOSITE PHENOLIC PANEL NON -MASONRY MATERIALS NOT FOR REGULATORY APPROVAL, PERMITTING,OR CONSTRUCTION.DRAFT COPY ONLY Blaik Ritchie TX 26,314 Sheet No.Job No.Drawn By:Date:Project:Copyright © 2018, Huckabee & Associates, Inc. C : \ U s e r s \ J e s s e . S h e r r \ D o c u m e n t s \ 1 7 9 6 - 0 1 - 0 1 C a r r o l l N e w M u s i c C e n t e r - A R C H _ v 1 7 _ J D S 2 . r v t 1 1 / 2 6 / 2 0 1 8 3 : 4 6 : 1 7 P M X1.14COLORED BUILDING ELEVATIONS 1 2 .17 .20181796-01-01NEW MUSIC CENTER AND SENIOR HIGH SCHOOL RENOVATION FOR CARROLL I.S.D.SOUTHLAKE, TEXAS 76092Revision /Date CASE NO.: ZA18-0058jds WD W H E A D 12 5 ' - 1 1 " T. O . W A L L 12 0 ' - 4 " FI N F L O O R 99 ' - 6 " FI N F L O O R 10 3 ' - 0 " WD W H E A D 10 7 ' - 1 0 " WD W S I L L 10 3 ' - 1 0 " T. O . W A L L 12 6 ' - 6 " TO T A L F A C A D E S F : 1 2 , 0 9 3 WI N D O W / D O O R S / G L A Z I N G : 4 , 4 7 5 S F SO L I D W A L L : 7 , 6 1 8 S F MA S O N R Y M A T E R I A L : 4 , 0 7 4 S F ( 5 3 . 5 % ) NO N -MA S O N R Y M A T E R I A L : 3 , 5 4 4 S F CM P 0 1 MT P 0 1 BR K 0 1 AC M U 0 1 AC M U 0 1 B.O. SOFFIT113' - 0"T.O. WALL116' - 8"T.O. WALL122' - 8"T.O. WALL120' - 4" FI N F L O O R 10 3 ' - 0 " B. O . S O F F I T 11 3 ' - 0 " T. O . W A L L 12 0 ' - 4 " FIN FLOOR100' - 0"MTP02MTP01 ACMU01 1 / 1 6 " = 1 ' - 0 " 2 EV - E X T - W E S T E L E V A T I O N - C O L O R & P A R T I A L P L A N T. O . W A L L 13 3 ' - 1 0 " DO O R H E A D 10 7 ' - 1 0 " FI N F L O O R 10 0 ' - 6 " T. O . W A L L 15 0 ' - 1 1 " WD W S I L L 11 8 ' - 6 " WD W H E A D 12 2 ' - 6 " T. O . W A L L 13 0 ' - 6 " CM P 0 1 RO O F S U R F A C E , N O T IN C L U D E D I N F A C A D E CA L C U L A T I O N S MT P 0 1 AC M U 0 1 BR K 0 1 CU R V E D F A C A D E TO T A L F A C A D E S F : 9 , 9 2 4 WI N D O W / D O O R S / G L A Z I N G : 4 0 0 S F SO L I D W A L L : 9 , 5 2 4 S F MA S O N R Y M A T E R I A L : 5 , 6 7 3 S F ( 5 9 . 5 % ) NO N -MA S O N R Y M A T E R I A L : 3 , 8 5 1 S F E L E C . P P P P P P P O F F . O F F . R C T R L 4 ' - 0 " 4 ' - 0 " 79 ' - 8 " 45 ' - 4 " 14 ' - 0 " 37 ' - 4 " 4 ' - 0 " 14 ' - 0 " 37 ' - 4 " 25 ' - 4 " 1 2 ' - 0 " 56 ' - 0 " WE S T E L E V A T I O N 2 1 / 1 6 " = 1 ' - 0 " 4 EV - E X T - N O R T H E L E V A T I O N - C O L O R T. O . W A L L 13 3 ' - 1 0 " T. O . S T O N E 12 6 ' - 6 " FI N F L O O R 99 ' - 1 0 " T. O . W A L L 13 3 ' - 1 0 " DO O R H E A D 10 7 ' - 1 0 " WD W S I L L 10 3 ' - 1 0 " WD W H E A D 12 6 ' - 4 " T. O . W A L L 13 1 ' - 6 " T. O . W A L L 14 8 ' - 0 " T. O . W A L L 11 8 ' - 1 5 / 8 " T. O . W A L L 12 9 ' - 8 " TO T A L F A C A D E S F : 1 2 , 7 1 5 WI N D O W / D O O R S / G L A Z I N G : 1 , 5 0 5 S F SO L I D W A L L : 1 1 , 2 1 0 S F MA S O N R Y M A T E R I A L : 7 , 8 5 8 S F ( 7 0 . 1 % ) NO N -MA S O N R Y M A T E R I A L : 3 , 3 5 2 S F BR K 0 1 AC M U 0 1 CM P 0 1 BR K 0 1 BR K 0 1 MT P 0 1 AC M U 0 1 AC M U 0 1 MT P 0 2 EX I S T I N G NE W WD W H E A D 12 2 ' - 6 " WD W S I L L 11 8 ' - 6 " T. O . O P E N 11 3 ' - 1 0 " AC M U 0 1 AC M U 0 1 & P A R T I A L P L A N 1 / 1 6 " = 1 ' - 0 " 3 EV - E X T - S O U T H E L E V A T I O N - C O L O R & P A R T I A L P L A N 1 / 1 6 " = 1 ' - 0 " 1 EV - E X T W E S T E L E V A T I O N 2 - C O L O R & PARTIAL PLAN15'-4"R200' -0"100'-10"32'-0"TOTAL FACADE SF: 2,758 WINDOW/DOORS/GLAZING: 475 SF SOLID WALL: 2,283 SF MASONRY MATERIAL: 1,517 SF (55.1%)NON -MASONRY MATERIAL: 766 SF 98'-6"24'-0" 2 7 ' - 1 " 42 ' - 8 " 7' - 4 " 12 8 ' - 0 " 29 ' - 4 " 1" M A S O N R Y R E V E A L - T Y P 4" M T L P A N E L S E T B A C K SL O P I N G F A C E SL O P I N G F A C E CO N C E R T H A L L F A C E - 1 0 3 ' B A C K 4' P R O J E C T I N G E Y E B R O W 1" M A S O N R Y R E V E A L - T Y P 4" M T L P A N E L S E T B A C K 7 9 ' - 6 " 76 ' - 0 " 27 ' - 0 " 1 6 ' - 0 " R180' -0" R406' -0" 1 3 ' - 8 " 3 7 ' - 8 " 34 3 ' - 8 " 9'-8" 1 2 3 T. O . W A L L 12 0 ' - 4 " WD W H E A D 11 3 ' - 0 " T.O. WALL 119' - 10" T.O. WALL 157' - 0 1/4" NE W EX I S T TOTAL FACADE SF: 7,504 WINDOW/DOORS/GLAZING:1,272 SOLID WALL: 6,232 MASONRY MATERIAL: 5,004 SF (80.2%) NON -MASONRY MATERIAL: 1,228 SF BRK01 ACMU01 CM P 0 1 MTP01 AC M U 0 1 WDW HEAD 126' - 0" T.O. WALL 133' - 0" 1 / 1 6 " = 1 ' - 0 " 5 EV - E X T - E A S T E L E V A T I O N - C O L O R 73'-4"10'-0"68'-0" 9 4 ' - 8 " DASHED LINE IS ART BLDG IN FRONT 25 ' - 2 " 1 7 ' - 8 " 35 ' - 7 " NOT FOR REGULATORY APPROVAL, PERMITTING,OR CONSTRUCTION.DRAFT COPY ONLY Blaik Ritchie TX 26,314 Sheet No.Job No.Drawn By:Date:Project:Copyright © 2018, Huckabee & Associates, Inc.1 2 .17 .20181796-01-01NEW MUSIC CENTER AND SENIOR HIGH SCHOOL RENOVATION FOR CARROLL I.S.D.SOUTHLAKE, TEXAS 76092Revision /Date CASE NO.: ZA18-0058jdsBUILDING RENDERINGS X1.15 VI E W F R O M N O R T H W E S T VI E W F R O M S O U T H - O N S I T E VI E W F R O M E A S T - O N S I T E BI R D S E Y E V I E W F R O M S O U T H W E S T NEW EXIST N E W E X I S T N E W E X I S T