Loading...
Item 7A PlansS o u t h r i d g e L a k e s P h a s e I I C a b . A , S l d . 4 6 7 P . R . T . C . T . B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E E X . F I R E H Y D R A N T EX. CURBINLET 91569617121818 1 2 6 7 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' W A T E R E A S E M E N T C. C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. ∆∆ E X . F I R E H Y D R A N T EX. FIREHYDRANT PROPOSED FIREHYDRANT E X . S S M H EX. CONCRETEDRIVECORPORATE CIR.50' ROW25'25'10' TYPE "F1" LANDSCAPEBUFFER WITH 8'ORNAMENTAL METAL FENCE5' TYPE "A"LANDSCAPE BUFFER19,350 SFMEDICAL CENTERMAX. HEIGHT 32'-6"(2 STORIES)1.333 ACRES52,678 SF 18'18'24'18 ' 2 4 ' 9 ' 9 ' 5 ' 9 ' 9 ' 9 ' 5 ' 13211 70'140'18'24'9'9'4'9'9'9'9'18'9'18'9'18'18'24'18'18' 2 4 ' 1 8 ' 24'9'9' 9 ' 18'24'9'9'18'24'LOT 13, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.LOT 3R, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T.LOT 12, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICE BLOCK 3SOUTHRIDGE LAKES, PHASE 1CAB. A, SLIDE 263CAB. A, SLIDE 321CAB. A, SLIDE 468P.R.T.C.T.LOT 25 L O T 2 4 LOT 26 L O T 3 R , B L O C K 6 S O U T H R I D G E L A K E S , P H A S E C - 1 C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . E X I S T I N G C H U R C H LOT 5, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1EXISTING BANK 11 22 2 3 3 314 4 4 2 444 5 555 7 6 6 6666 6 6 6 8 8 8 8 E X . S T O R M H E A D W A L L E X . C U R B I N L E T E X . D U M P S T E R E N C L O S U R E E X . D U M P S T E R E N C L O S U R E R20' R 2 0 ' R 2 0 ' R20'R15'R30'R30'R10'R10'R10'R10'R10' R 1 0 ' EricH. Schmidt, LLCZoned:C3L.U.D.= Office CommercialLOT 7, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICESouthlake Chamber ofCommerceZoned:C3L.U.D.= Office CommercialEECUZoned:C3L.U.D.= Retail Commercial S o u t h l a k e B l v d . P r e s b y t e r i a n C h u r c h Z o n e d : C S L . U . D . = O f f i c e C o m m e r c i a l C A R O L E C O F F E Y Z o n e d : S F 2 0 A L . U . D . = M e d i u m D e n s i t y R e s i d e n t i a l N.B and Lucretia WallaceZoned:SF20AL.U.D.= Medium DensityResidential Mark and Lisa NelsonZoned:SF20AL.U.D.= Medium DensityResidential E X . C O N C R E T E D R I V E EX. CONCRETE DRIVE EX. CONCRETEDRIVEEX. CONCRETE EX. CONCRETEEX. CONCRETE EX. MONUMENTSIGN35.31'32.15'ENTRY WAY ENTRYWAY 120.54' 5 9 . 1 2 ' CONCRETECONCRETE CONCRETECONCRETE CONCRETE CONCRETECONCRETECONCRETECONCRE T E CONCRETE CON C R E T E 5 ' T Y P E " A " L A N D S C A P E B U F F E R P R O P O S E D S S M H 25' BUILDING LINE15' BUILDING LINE 10' BUILDING LINE 15' BUILDING LINE LOADING ZONE10'50'EXI S T I N G 6 ' WOO D F E N C E EXISTING 6'ORNAMENTALMETAL FENCE EXISTING 6'ORNAMENTALMETAL FENCE 1 0 ' D . & U . E . C A B A S L D . 4 6 7 P . R . T . C . T . 1 0 ' D . & U . E . C A B . A S L D . 2 6 4 P . R . T . C . 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 & U t i l i t y E a s e m e n t PROPOSEDRISER ROOMAND FDC22.5' R 3 0 ' R 5 4 ' EXISTINGFIRE LANE E X I S T I N G F I R E L A N E EXISTING FIRE LANE PROPOSED150' X 24'FIRE LANEPROPOSED PEDESTRIANCROSSING SIGN P R O P O S E D P E D E S T R I A N C R O S S I N G S I G N PRO P O S E D CR O S S W A L K PROPOSEDCROSSWALK DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 5 / 1 5 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 S P - 1 SITE PLAN S I T E D A T A T A B L E A N T I C I P A T E D S C H E D U L E O F D E V E L O P E M E N T S T A R T C O N S T R U C T I O N O C T O B E R 2 0 1 8 E N D C O N S T R U C T I O N A P R I L 2 0 1 9 P R O P E R T Y D A T A E X I S T I N G Z O N I N G C 3 A N D C S E X I S T I N G L . U . D . O F F I C E C O M M E R C I A L N U M B E R O F P R O P O S E D L O T S 1 A R E A O F L O T 1 3 , B L O C K 6 1 . 2 0 9 A C = 5 2 , 6 7 8 S F P E R C E N T A G E O F S I T E C O V E R A G E ( B Y B L D G ) 9 , 8 0 0 S F / 5 8 , 0 7 7 S F = 1 6 . 9 % A R E A O F O P E N S P A C E 1 9 , 7 1 4 S F = 3 3 . 9 % O U T S I D E S T O R A G E 0 % T O T A L B U I L D I N G F O O T P R I N T A R E A 9 , 8 0 0 S F S Q U A R E F O O T A G E B Y U S E 1 9 , 3 5 0 S F ( M E D I C A L U S E ) T O T A L F L O O R A R E A 1 9 , 3 5 0 S F F L O O R A R E A R A T I O 0 . 3 3 3 : 1 P A R K I N G S P A C E S R E Q U I R E D 8 S P A C E S F O R 1 s t 1 , 0 0 0 S F + 1 S P A C E P E R 1 5 0 S F 1 3 1 S P A C E S R E Q U I R E D P A R K I N G S P A C E S P R O V I D E D 6 2 ( 6 A D A ) - O N S I T E 7 3 - O F F S I T E W I T H S H A R E D P A R K I N G A G R E E M E N T 1 3 5 S P A C E S T O T A L I M P E R V I O U S C O V E R A G E 3 2 , 6 6 5 S F = 6 6 . 1 % M A X I M U M B U I L D I N G H E I G H T A L L O W E D B Y Z O N I N G ( 3 5 ' ) A C T U A L B U I L D I N G H E I G H T ( 3 2 ' - 6 " ) C O N S T R U C T I O N S C H E D U L E H A N D I C A P R A M P S H A N D I C A P S Y M B O L P A V E M E N T S T R I P I N G H A N D I C A P S I G N P R I V A T E C O N C R E T E S I D E W A L K 4 " P A R K I N G S T A L L S T R I P I N G C O L O R : W H I T E ( T Y P ) D U M P S T E R W I T H E N C L O S U R E W I T H 8 ' M A S O N R Y W A L L T O M A T C H B U I L D I N G . ( R E F E R T O A R C H P L A N S F O R D E T A I L S ) 1 2 3 4 5 6 7 8 E N G I N E E R A R C H I T E C T O W N E R M A D O N E , L L C 1 2 0 1 H A L L J O H N S O N R D . C O L L E Y V I L L E , T X 7 6 0 3 4 P H : E M A I L : 1 9 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 B E D F O R D , T E X A S 7 6 0 2 1 P H : 8 1 7 . 2 8 1 . 0 5 7 2 F A X : 8 1 7 . 2 8 1 . 0 5 7 4 C O N T A C T : M A T T M O O R E , P E E M A I L : M A T T @ C L A Y M O O R E E N G . C O M U R B A N B O B C A T A R C H I T E C T S , P C 9 1 6 B R Y A N A V E . S U I T E 1 0 4 F O R T W O R T H , T X 7 6 1 0 4 P H : 8 1 7 . 6 0 2 . 9 1 2 9 C O N T A C T : M A T T G R E E N E M A I L : M A T T @ U R B A N B O B C A T . C O M L E G E N D 1 0 P A R K I N G L O T L A N D S C A P E 5 6 S P A C E S P A R K I N G B E T W E E N B U I D L I N G A N D R . O . W . 1 , 1 2 0 S F 1 , 5 2 8 S F P R O V I D E D 1 7 S P A C E S 3 0 % R E Q U I R E D P R O V I D E D A R E A O F A P O R T I O N O F L O T 3 R , B L O C K 6 0 . 1 2 4 A C = 5 , 3 9 9 S F T O T A L S I T E A R E A 1 . 3 3 3 A C = 5 8 , 0 7 7 S F N . T . S . V I C I N I T Y M A P S I T E F M 1 7 0 9 - S O U T H L A K E B L V D C O R P O R A T E C I R S. PAYTONVILLE AVE. N. PAYTONVILLE AVE. KILLDEER CT. KILLDEER TR. W A T E R L I L L Y E G R E T L N . W I L D R O S E W A Y STARLING CT. DONLEY CT. PEC O S D R . P E C O S D R . SOUTHRIDGE LAKES PKWY. C A R R O L L S E N I O R H I G H S C H O O L M A Y F A I R W A T E R F O R D N O R M A N D Y S A N J A C I N T O G R E G G 5 ' P U B L I C C O N C R E T E S I D E W A L K C O U N T Y S U R V E Y : A B S T R A C T N O . T A R R A N T A , A , F R E E M A N 5 2 2 C I T Y : S T A T E : S O U T L A K E T E X A S L E G A L D E S C R I P T I O N : L O T 1 3 , B L O C K 6 S O U T H R I D G E L A K E S P H A S E C - 1 1 . 3 3 3 A C R E S - 5 2 , 6 7 8 S F S I T E P L A N G I G G L E S D E N T A L P R O P O S E D Z O N I N G S P - 1 w i t h O - 1 B A S E Z A 1 8 - 0 0 0 5 L A N D S C A P E C A L C U L A T I O N S B u i l d i n g F l o o r A r e a 9 , 8 0 0 S F C i t y o f S o u t h l a k e , T e x a s 4 , 9 0 0 S F 1 4 , 5 1 1 S F P a r k i n g L o t L a n d s c a p e P R O V I D E D R E Q U I R E D 3 9 % p a r k i n g b e t w e e n b l d g . a n d R . O . W . 1 3 5 t o t a l s p a c e s 1 , 0 6 0 s f 5 , 2 5 6 s f 8 3 % S U M M A R Y C H A R T - I N T E R I O R L A N D S C A P E R e q u i r e d o r P r o v i d e d L a n d s c a p e A r e a ( S q . f t . ) % o f a r e a i n f r o n t o r s i d e C a n o p y T r e e s A c c e n t T r e e s S h r u b s G r o u n d C o v e r ( S q . F t . ) S e a s o n a l C o l o r R e q u i r e d P r o v i d e d 7 5 % 1 0 2 0 1 2 3 7 6 2 S F 7 3 5 S F 1 0 8 S F 9 8 S F 5 3 s p a c e s 1 1 n e w + 4 1 1 7 4 C 3 Z o n i n g 5 0 % i n t e r i o r l a n d a r e a r e q u i r e d 1 p e r 5 0 0 1 p e r 2 5 0 1 p e r 4 0 1 5 % 2 % 2 0 S F p e r s t a l l 9 e x i s t i n g S U M M A R Y C H A R T - B U F F E R Y A R D S L O C A T I O N R E Q U I R E D / P R O V I D E D L E N G T H B U F F E R Y A R D W I D T H - T Y P E C A N O P Y T R E E S A C C E N T T R E E S S H R U B S F E N C E / S C R E E N I N G N O R T H R E Q U I R E D 2 0 0 ' 1 0 ' - F 1 6 1 2 1 6 8 f t . f e n c e P R O V I D E D 2 0 0 ' 1 0 ' - F 1 1 1 e x . t r e e s 1 5 1 6 8 f t . f e n c e E A S T R E Q U I R E D 2 8 5 ' 5 ' - A 3 6 1 9 N A P R O V I D E D 2 8 5 ' 5 ' - A 0 1 8 2 0 N A W E S T R E Q U I R E D 2 3 6 ' 5 ' - A 3 5 1 9 P R O V I D E D 2 3 6 ' 5 ' - A 3 6 3 4 T O T A L S . . . N A N A N O T E S : 1 . P E R T H E S - P - 1 R E G U L A T I O N S P R O P O S E D F O R L O T 1 3 , T H E T Y P E " A " B U F F E R Y A R D W I L L N O T B E R E Q U I R E D A L O N G T H E S O U T H E R N P R O P E R T Y L I N E A D J A C E N T T O T H E S H A R E D A C C E S S D R I V E . 2 . P E R T H E S - P - 1 R E G U L A T I O N S P R O P O S E D F O R L O T 1 3 , N O C A N O P Y T R E E P L A N T I N G S W I L L B E R E Q U I R E D T H E T Y P E " A " B U F F E R Y A R D A L O N G T H E E A S T E R P O R T I O N O F T H I S S I T E D U E T O T H E L A N D S C A P E A R E A B E I N G W I T H I N A N E X I S T I N G 2 0 ' U T I L I T Y E A S E M E N T . B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E TBM1 - CIRSZ=665.04TBM2 - "X CUT" SETZ=666.03EX. BUILDINGFF=670.75 T B M 3 - " X C U T " S E T Z = 6 6 8 . 0 9 668667666664662663661659658658659661662663664 6 6 4 6 6 3 662 6 6 1 6 5 9 6 5 8 657 6 5 8 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 668669 666 666 6 6 7 666667667666666 6 6 8 668 6 6 8 667668668668668669669669 669 6 6 8 66966566066066066 0 6 6 5 670 6 6 5 665665665670666.26±ME 665.41±ME665.44±ME 665.50±ME 6 6 6 . 8 3 ± M E 665.64±ME 665.30±ME 665.33±ME 665.70±ME 6 6 8 . 0 8 ± M E 665.48±ME 665.74±ME665.98±ME 665.25±ME 665.40665.60 665.30665.10 664.60664.80 664.00 6 6 5 . 7 0 665.90 665.90 6 6 5 . 7 0 6 6 5 . 7 0 665.90 6 6 5 . 7 0 665.90 665.90 6 6 5 . 7 0 6 6 5 . 7 0 665.90 6 6 5 . 4 5 665.90 663.90664.10 663.70663.76 663.31 663.20 6 6 3 . 4 0 663.60664.55 6 6 4 . 3 7 6 6 6 . 0 0 665.90665.90665.90 665.90665.70 665.90 665.90665.70665.70665.70665.70665.15665.35665.90 665.90665.70 665.90 665.36 664.80664.44664.24 663.50 662.79 662.55 6 6 3 . 4 0 6 6 4 . 7 7 6 6 5 . 8 8 6 6 5 . 5 0 6 6 5 . 9 0 ± M E 663.94666.00665.82 665.29664.93665.01665.46 6 6 6 . 6 0 6 6 6 . 1 8 665.86665.13665.49665.31 665.09 6 6 6 . 2 8 666.16666.00 665.77665.93666.09 666.24666.32665.77 666.35665.74 665.74666.276 6 6 . 5 1 667 . 3 1 6 6 7 . 5 1 667 . 4 1 66 7 . 5 9 667.10668.00667.40 667.16667.00667.35667.53 666.89666.70 6 6 6 . 6 9 665.70 663.84 663.12 662.88665.15665.62667.23 666.65 FFE: 666.60 664.80 6 6 2 . 7 4 662.40662.76 663.08663.32 663.55CORPORATE CIR. E X . 3 0 " R C P E X . C U R B I N L E T EX. CURB INLET E X . H E A D W A L L F L : 6 5 9 . 7 9 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WA T E R E A S E M E N T C.C.F. N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 5 / 1 5 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : C - 1 GRADING PLAN L E G E N D E X I S T I N G C O N T O U R P R O P O S E D C O N T O U R P R O P O S E D G R A D E ( T O P O F P A V E M E N T ) M E M A T C H E X I S T I N G T W T O P O F R E T A I N I N G W A L L 6 9 9 . 5 0 1 0 0 1 0 0 G R A D I N G N O T E S : 1 . A L L S P O T E L E V A T I O N S A R E T O T O P O F P A V I N G U N L E S S O T H E R W I S E N O T E D . 2 . E X I S T I N G U T I L I T I E S W E R E O B T A I N E D F R O M R E C O R D D R A W I N G S . T H E C O N T R A C T O R S H A L L V E R I F Y T H E E X A C T L O C A T I O N O F E X I S T I N G U T I L I T I E S A N D N O T I F Y T H E E N G I N E E R F O R A N Y D I S C R E P A N C I E S W I T H T H I S P L A N . 3 . M A X I M U M S L O P E I N L A N D S C A P E A R E A S A R E N O T T O E X C E E D 4 : 1 . 4 . A L L C U R B H E I G H T S A R E 6 - I N C H E S U N L E S S N O T E D O T H E R W I S E . 5 . R E F E R T O G E O T E C H N I C A L R E P O R T F O R R E Q U I R E M E N T S R E G A R D I N G F I L L C O M P A C T I O N A N D M O I S T U R E C O N T E N T . 6 . C O N T R A C T O R S H A L L A D J U S T E X I S T I N G V A L V E S , M A N H O L E R I M S , E T C . A S N E C E S S A R Y T O M A T C H F I N I S H E D G R A D E . 7 . C O N T R A C T O R S H A L L M A T C H E X I S T I N G G R A D E S A L O N G C O M M O N P R O P E R T Y L I N E S . G R A D E B R E A K B W B O T T O M O F R E T A I N I N G W A L L 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E LOT 13, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T.LOT 12, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.BLOCK 3SOUTHRIDGE LAKES, PHASE 1CAB. A, SLIDE 263CAB. A, SLIDE 321CAB. A, SLIDE 468P.R.T.C.T.LOT 25 L O T 2 4 LOT 26LOT 3RBLOCK 6EX. BUILDINGFF=670.75LOT 5, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 2199P.R.T.C.T.668667666664662663661659658658659661662663664 6 6 4 6 6 3 662 6 6 1 6 5 9 6 5 8 657 6 5 8 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 668669 666 666 6 6 7 666667667666666 6 6 8 668 6 6 8 667668668668668669669669 669 6 6 8 66966566066066066 0 6 6 5 670 6 6 5 665665665670FFE: 666.60 A-10.72 AC5.32 CFSA-20.22 AC1.63 CFSA-30.16 AC1.18 CFSA-40.73 AC5.40 CFS B-10.33 AC2.44 CFSCORPORATE CIR.70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WA T E R E A S E M E N T C.C.F. N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 5 / 1 5 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 C - 2 DRAINAGE AREA MAP L E G E N D - D R A I N A G E A R E A . - D R A I N A G E A R E A I N A C R E S . - F L O W F O R D R A I N A G E A R E A I N C F S D I R E C T I O N O F F L O W D R A I N A G E A R E A B O U N D A R Y B - 1 1 A C 1 0 C F S A C C O R D I N G T O M A P N O . 4 8 4 3 9 C 0 0 8 5 K , D A T E D S E P T E M B E R 2 5 , 2 0 0 9 A N D C O M M U N I T Y N O . 4 8 0 6 1 2 O F T H E N A T I O N A L F L O O D I N S U R A N C E P R O G R A M M A P , F L O O D I N S U R A N C E R A T E M A P O F T A R R A N T C O U N T Y , T E X A S , F E D E R A L E M E R G E N C Y M A N A G E M E N T A G E N C Y , F E D E R A L I N S U R A N C E A D M I N I S T R A T I O N , T H I S P R O P E R T Y I S W I T H I N Z O N E " X " , ( A R E A S D E T E R M I N E D T O B E O U T S I D E O F T H E 0 . 2 % A N N U A L C H A N C E F L O O D P L A I N ) . I F T H I S S I T E I S N O T W I T H I N A N I D E N T I F I E D S P E C I A L F L O O D H A Z A R D A R E A , T H I S F L O O D S T A T E M E N T D O E S N O T I M P L Y T H A T T H E P R O P E R T Y A N D / O R T H E S T R U C T U R E S T H E R E O N W I L L B E F R E E F R O M F L O O D I N G O R F L O O D D A M A G E . O N R A R E O C C A S I O N S , G R E A T E R F L O O D S C A N A N D W I L L O C C U R A N D F L O O D H E I G H T S M A Y B E I N C R E A S E D B Y M A N - M A D E O R N A T U R A L C A U S E S . T H I S F L O O D S T A T E M E N T S H A L L N O T C R E A T E L I A B I L I T Y O N T H E P A R T O F T H E S U R V E Y O R . F L O O D P L A I N N O T E FFE: 666.60 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E EX. BUILDINGFF=670.75 668667666664662663661659658658659661662663664 6 6 4 6 6 3 662 6 6 1 6 5 9 6 5 8 657 6 5 8 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 668669 666 666 6 6 7 666667667666666 6 6 8 668 6 6 8 667668668668668669669669 669 6 6 8 66966566066066066 0 6 6 5 670 6 6 5 665665665670CORPORATE CIR.0+00 1+002+00 2+84 0 + 0 0 0+250+000+43 S T A : 2 + 1 7 . 9 4 S T O R M L I N E A I N S T A L L : 1 - 4 5 ° B E N D F L 1 8 " : 6 6 0 . 6 3 F L 1 8 " : 6 6 0 . 6 3 S T A : 2 + 3 2 . 0 8 S T O R M L I N E A I N S T A L L : 1 - 4 5 ° B E N D F L 1 8 " : 6 6 0 . 7 4 F L 1 8 " : 6 6 0 . 7 4 STA: 2+69 . 8 1 S T O R M L I N E A = STA: 0+ 0 0 L A T A - 2 INSTALL:1 -60° WY E FL 18": 66 1 . 0 2 FL 18": 66 1 . 0 2 STA: 2+83.98 STORM LINE AINSTALL:3'X3' GRATE INLETTOP: 665.15FL 18": 662.15 S T A : 0 + 1 9 . 7 2 S T O R M L I N E A = S T A : 0 + 0 0 L A T A - 1 I N S T A L L : 1 - 4 5 ° W Y E F L 1 8 " : 6 5 9 . 1 5 F L 1 8 " : 6 5 9 . 1 5 S T A : 0 + 0 0 . 0 0 S T O R M L I N E A I N S T A L L : 4 : 1 S L O P E D H E A D W A L L F L 1 8 " : 6 5 9 . 0 0 14 LF OF 18" RCP @ 7.95%38 L F O F 1 8 " R C P @ 0 . 7 5 % 1 4 L F O F 1 8 " R C P @ 0 . 7 5 % 198 LF OF 18" RCP @ 0.75%20 LF OF 18" RCP @ 0.75%STA: 0+43.30 STORM LAT A-2INSTALL:4'X4' GRATE INLETTOP: 664.80FL 18": 661.80 43 LF OF 18" RCP @ 1.79%STA: 0+07.07 STORM LAT A-1INSTALL:1 -45° BENDFL 18": 659.22FL 18": 659.22 STA: 0+25.05 STORM LAT A-1INSTALL:4'X4' GRATE INLETTOP: 662.40FL 18": 659.4018 LF OF 18" RCP @ 1.01%7 LF OF 18" RCP @ 1.01%6" PVCROOF DRAIN 6" PVCROOF DRAIN 6" PVCROOF DRAIN 6" PVCROOF DRAIN 6" PVCROOF DRAIN 6" PVCROOF DRAIN 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WA T E R E A S E M E N T C.C.F. N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 5 / 1 5 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : C - 3 STORM DRAIN PLAN L E G E N D E X I S T I N G S T O R M D R A I N P R O P O S E D S T O R M D R A I N P R O P O S E D I N L E T P R O P O S E D W A T E R L I N E P R O P O S E D S A N I T A R Y S E W E R L I N E 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E TBM1 - CIRSZ=665.04TBM2 - "X CUT" SETZ=666.03EX. BUILDINGFF=670.75 T B M 3 - " X C U T " S E T Z = 6 6 8 . 0 9 S STA: 0+89.98 SANITARY LINE AINSTALL:1 - 6" PLUGSEE MEP PLANS FORCONTINUATION OF SERVICEFL 6": 661.60 STA: 0+86.32 SANITARY LINE AINSTALL:1 - 45° BEND WITHCLEANOUTFL 6": 661.33FL 6": 661.33 S T A : 0 + 0 0 . 0 0 S A N I T A R Y L I N E A C O N S T R U C T : 4 ' S A N I T A R Y S E W E R M A N H O L E O N E X I S T I N G 6 " L I N E P E R C I T Y S T A N D A R D S F L 6 " : 6 5 4 . 9 5 4 LF OF 6" PVC @ 7.39%86 LF O F 6 " P V C @ 7 . 3 9 % E X . 6 " S A N I T A R Y E X . 6 " S A N I T A R Y EX. 8" SANITARY E X . 8 " S A N I T A R Y E X . S A N I T A R Y M A N H O L E CONNECT TO EXISTING8" WATER LINEINSTALL:1 - 8" x 1" TAPPING SLEEVE ANDVALVE1 - 1" IRRIGATION METER1 - 1" PLUG15 LF OF 1" IRRIGATION LINECONNECT TO EXISTING8" WATER LINEINSTALL:1 - 8" x 6" TAPPING SLEEVE ANDVALVE1 - 6" GATE VALVE1 - FIRE HYDRANT ASSEMBLY8 LF OF 6" FIRE LINE PER CITYSTANDARDS PROPOSEDFIRE HYDRANT E X I S T I N G F I R E H Y D R A N T EXISTINGFIRE HYDRANT E X I S T I N G F I R E H Y D R A N T CONNECT TO EXISTING8" WATER LINEINSTALL:1-8" x 2" TAPPING SLEEVEAND VALVE1 - 2" DOMESTIC METERCONNECT TO EXISTING8" WATER LINEINSTALL:1 - 8" x 6" TAPPING SLEEVE ANDVALVE1 - 6" GATE VALVE78 LF OF 6" FIRE LINE PER CITYSTANDARDS 2" WATER6" FIRE FDCCORPORATE CIR.70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE 3 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 5 / 1 5 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : C - 4 UTILITY PLAN N O T E S 1 . P R I V A T E S A N I T A R Y S E W E R S E R V I C E S N E E D A P L U M B I N G P E R M I T A N D M U S T B E I N S P E C T E D B Y B U I L D I N G I N S P E C T I O N S P R I O R T O B U R I A L . 2 . A L L S A N I T A R Y S E W E R L I N E S C O N S T R U C T E D W I T H I N E A S E M E N T S O R R I G H T - O F - W A Y S S H A L L B E C O N S T R U C T E D P E R C I T Y S T A N D A R D S . 3 . C O N T R A C T O R S H A L L C O O R D I N A T E W I T H F R A N C H I S E U T I L I T Y C O M P A N I E S A N D I R R I G A T I O N P L A N S T O D E T E R M I N E Q U A N T I T Y , S I Z E , A N D L O C A T I O N F O R A L L C O N D U I T A N D S L E E V I N G R E Q U I R E D T O S E R V E B U I L D I N G A N D S I T E . A L L C O N D U I T A N D S L E E V E S S H A L L B E I N S T A L L E D P R I O R T O S U B G R A D E P R E P A R A T I O N A N D P A V I N G . F R A N C H I S E U T I L I T Y N O T E S : 1 . T H E G A S , E L E C T R I C A N D T E L E P H O N E I N F O R M A T I O N S H O W N O N T H I S P L A N I S B A S E D U P O N T H E L A T E S T I N F O R M A T I O N A V A I L A B L E F R O M T H E R E S P E C T I V E F R A N C H I S E U T I L I T Y C O M P A N I E S . I T I S I N T E N D E D F O R P U R P O S E S O F G E N E R A L B I D D I N G A N D B A S I C C L A R I T Y . S P E C I F I C J O B S I T E C O N D I T I O N S S H A L L B E F I E L D V E R I F I E D P E R N O T E S 2 T H R O U G H 4 B E L O W . T H E F R A N C H I S E U T I L I T Y C O N T R A C T O R A S S U M E S A L L R E S P O N S I B I L I T Y F O R S A I D F I E L D C O N D I T I O N S A N D A S S O C I A T E D R E V I S I O N S R E Q U I R E D B Y T H E R E S P E C T I V E U T I L I T Y C O M P A N I E S I N V O L V E D . 2 . T H E F R A N C H I S E U T I L I T Y C O N T R A C T O R S H A L L C O N T A C T T H E R E S P E C T I V E F R A N C H I S E U T I L I T Y C O M P A N I E S , V E R I F Y A L L R E Q U I R E M E N T S A N D E Q U I P M E N T , A N D F U R N I S H A N D I N S T A L L , I N C L U D I N G B U T N O T L I M I T E D T O , A L L M E T E R S , T R A N S F O R M E R S , C O N D U I T , C O N C R E T E P A D S , T R E N C H I N G , A N D B A C K F I L L N E C E S S A R Y F O R P R O P E R I N S T A L L A T I O N . F R A N C H I S E U T I L I T Y C O N T R A C T O R S H A L L A L S O P A Y A L L F E E S A N D C H A R G E S I N C U R R E D A N D C O O R D I N A T E W I T H O T H E R F R A N C H I S E U T I L I T Y C O M P A N I E S . 3 . T H E F R A N C H I S E U T I L I T Y C O N T R A C T O R S H A L L F I E L D V E R I F Y , I N T H E P R E S E N C E O F T H E R E S P E C T I V E U T I L I T Y C O M P A N Y R E P R E S E N T A T I V E S , T H E L O C A T I O N O F A L L E X I S T I N G A N D P R O P O S E D U T I L I T Y S E R V I C E S A N D E Q U I P M E N T . T H E F R A N C H I S E U T I L I T Y C O N T R A C T O R S H A L L I N C L U D E I N H I S B I D S U F F I C I E N T F U N D S T O C O V E R A L L C O S T S R E Q U I R E D B Y U T I L I T Y C O M P A N I E S T O P R O V I D E N E W S E R V I C E S A N D / O R U P G R A D E E X I S T I N G S E R V I C E S . N O A L L O W A N C E S W I L L B E M A D E F O R F R A N C H I S E U T I L I T Y C O N T R A C T O R ' S U N F A M I L I A R I T Y W I T H T H E E X I S T I N G C O N D I T I O N , R E Q U I R E M E N T S O F T H E N E W C O N D I T I O N S , A N D / O R F A I L U R E T O C O O R D I N A T E I N S T A L L A T I O N . 4 . C O N T R A C T O R S H A L L V E R I T Y T H A T M E T E R A N D T R A N S F O R M E R L O C A T I O N S S H O W N M E E T D E S I G N C R I T E R I A B Y F R A N C H I S E U T I L I T Y C O M P A N I E S F O R , B U T N O T L I M I T E D T O , T H E O F F S E T D I S T A N C E F R O M F A C E O F B U I L D I N G . C O N S T R U C T I O N S C H E D U L E 1 2 3 4 C O M M U N I C A T I O N S E R V I C E C O N N E C T I O N : S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E D O M E S T I C W A T E R C O N N E C T I O N : I N S T A L L 2 " P L U G S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E G A S C O N N E C T I O N : I N S T A L L 2 " G A S M E T E R S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E . E L E C T R I C S E R V I C E C O N N E C T I O N : S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 L E G E N D E X I S T I N G W A T E R M A I N E X I S T I N G S A N I T A R Y S E W E R A N D M A N H O L E P R O P O S E D W A T E R L I N E P R O P O S E D S A N I T A R Y S E W E R L I N E A N D C L E A N O U T P R O P O S E D U N D E R G R O U N D E L E C T R I C P R O P O S E D U N D E R G R O U N D C O M M U N I C A T I O N L I N E P R O P O S E D U N D E R G R O U N D G A S L I N E 5 S A N I T A R Y S E W E R C O N N E C T I O N : I N S T A L L 6 " P L U G , S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E . F L : 6 3 2 . 5 0 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E EX. BUILDINGFF=670.75 CORPORATE CIR.PROPOSEDPRIVATESIDEWALK P R O P O S E D P R I V A T E S I D E W A L K PROPOSEDPRIVATESIDEWALK PROPOSED5' PUBLICSIDEWALKPROPOSED5' PUBLICSIDEWALK PROPOSED5' PUBLICSIDEWALK PROPOSEDADA RAMP PROPOSEDADA RAMP PROPOSEDADA RAMPS PROPOSEDADA RAMPPROPOSEDACCESSIBLEROUTEPROPOSEDACCESSIBLEROUTE5'PROPOSEDPEDESTRIANCROSSING PR O P O S E D PE D E S T R I A N CR O S S I N G SIG N PROPOSEDPEDESTRIANCROSSING SIGN DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 5 / 1 5 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 C - 5 PEDESTRIAN ACCESS PLAN B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E EX. BUILDINGFF=670.75 668667666664662663661659658658659661662663664 6 6 4 6 6 3 662 6 6 1 6 5 9 6 5 8 657 6 5 8 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 668669 666 666 6 6 7 666667667666666 6 6 8 668 6 6 8 667668668668668669669669 669 6 6 8 66966566066066066 0 6 6 5 670 6 6 5 665665665670CORPORATE CIR.70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T.30' BUILDING LINE3' W A T E R E A S E M E N T C. C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. #212 INCHPINE#314 INCHPINE #418 INCHPINE#518 INCHPINE#616 INCHPINE #713 INCHPINE#812 INCHPINE #915 INCHPINE #1026 INCHPINECLUSTER#1224 INCHPINE #1320 INCHPINE #1115 INCHPINE #147 INCH HACKBERRY #158 INCH HACKBERRY#168 INCH HACKBERRY # 1 8 6 I N C H HA C K B E R R Y # 1 7 6 I N C H H A C K B E R R Y 1 0 I N C H H A C K B E R R Y 1 4 I N C H P I N E 1 6 I N C H P I N E 1 0 I N C H P I N E 1 4 I N C H P I N E 1 3 I N C H P I N E 1 5 I N C H P I N E 1 0 I N C H P I N E 1 0 I N C H T R E E 7 I N C H T R E E 1 0 I N C H T R E E 1 6 I N C H L I V E O A K # 2 0 8 5 6 I N C H T R E E 17 INCH LIVE OAK #115 INCH LIVE OAK 8 INCH OAK 8 INCH OAK 13 INCH OAK 5 ' T Y P E " A " L A N D S C A P E B U F F E R 5' TYPE "A"LANDSCAPE BUFFER 5' TYPE "A"LANDSCAPE BUFFER 10' TYPE "F1"LANDSCAPE BUFFER5' TYPE "A"LANDSCAPE BUFFER 5 ' T Y P E " A " L A N D S C A P E B U F F E R DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 5 / 1 5 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 C - 6 TREE PRESERVATION PLAN T R E E C O V E R P R E S E R V A T I O N : S I T E 9 4 , 8 4 3 S F % E X . T R E E C O V E R 3 , 5 2 9 S F 4 % % E X . T R E E C O V E R R E M O V E D 0 S F 0 % % E X . T R E E C O V E R T O R E M A I N 3 , 5 2 9 S F 4 % N . T . S . V I C I N I T Y M A P S I T E F M 1 7 0 9 - S O U T H L A K E B L V D C O R P O R A T E C I R S. PAYTONVILLE AVE. N. PAYTONVILLE AVE. KILLDEER CT. KILLDEER TR. W A T E R L I L L Y E G R E T L N . W I L D R O S E W A Y STARLING CT. DONLEY CT. PEC O S D R . P E C O S D R . SOUTHRIDGE LAKES PKWY. C A R R O L L S E N I O R H I G H S C H O O L M A Y F A I R W A T E R F O R D N O R M A N D Y S A N J A C I N T O G R E G G T R E E # 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 T Y P E L I V E O A K P I N E H A C K B E R R Y S I Z E 1 5 " 1 2 " 1 4 " 1 8 " 1 8 " 1 6 " 1 3 " 1 2 " 1 5 " 2 6 " 1 5 " 2 4 " 2 0 " 7 " 8 " 8 " 6 " 6 " R E M A R K S P R E S E R V E D P I N E P I N E P I N E P I N E P I N E P I N E P I N E P I N E P I N E P I N E P I N E H A C K B E R R Y H A C K B E R R Y H A C K B E R R Y H A C K B E R R Y P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D CO CO CO COCO CE CE LO CE C3 Zoning SF20A Zoning LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR RY RY RY RY HG HG HG HG HG DIH DIH DIH DIH DIH DY DY DY DY CR CR CR TY TY TY RB RB RB TY TY TY TY RB RB RB RB RB RB CR CR 150 AJ DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB solid sod solid sod DIH DIH DIH DIHDIH PP PP PP PPPP HG HG HG HG DY DY DY DY DR DRDR DR WM WMWM WM WM WM WM WM TX TXTX SY SY SY PP PP PP PP GL GL GL GL GL GL GL GL GL GL GL RB RB RBRB RB RBRB MP MP MP MP MPMP MP TY TY TY TY HG Type F1 5' bufferyard MP CE TY HG HG HG HG DIH DIH DIH DIH DIH DIH DIH DIH RY RY RY NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR Type A 5' bufferyard Type A 10' bufferyard NR NR NR NR BRICK TRASH ENCLOSURE BRICK TRASH ENCLOSURE LOT 13, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 CAB. A, SLIDE 4596 P.R.T.C.T. LOT 12, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 CAB. A, SLIDE 4596 P.R.T.C.T. CAB. A, SLIDE 321 CAB. A, SLIDE 468 P.R.T.C.T. LOT 25 LOT 24LOT 26 FL-30"RCP=659.79 SDMH-RIM=665.10 (SEALED) C 1 70' DRAINAGE & UTILITY EASEMENT CAB. A, PG. 2199 P.R.T.C.T. 15' UTILITY EASEMENT VOL. 9802, PG. 18 R.P.R.T.C.T. 20 ' U T I L I T Y E A S E M E N T CA B . A , P G . 2 1 9 9 P. R . T . C . T . 1 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 4 5 9 6 P . R . T . C . T . 3 0 ' B U I L D I N G L I N E C A B . A , P G . 4 5 9 6 P . R . T . C . T . DATE: SHEET File No. 2017-169 CHECKED:MAM DRAWN:BJK DESIGN:BJK TEXAS REGISTRATION #14199 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 P H O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M 08/13/2018 GI G G L E S D E N T A L LO T 1 3 , B L O C K 6 A N D P O R T I O N O F L O T 3 R , B L O C K 6 SO U T H R I D G E L A K E S , P H A S E C - 1 AD D I T I O N SO U T H L A K E , T E X A S 0 GRAPHIC SCALE 1 inch = ft. L-1 LA N D S C A P E P L A N H .U H N M O SA J ET S T A 3 O F 9 7 ET X R F P Y CE CR Cedar Elm Crapemyrtle TREE LEGEND Canopy Trees Ornamental Trees CO Chinquapin Oak SO Shumard Oak SHRUB LEGEND HATCH LEGEND Solid Sod Bermuda Grass Asian Jasmine Install 4" steel edging between all shrub beds and grass areas. Install 4" layer of shredded hardwood mulch to all planting beds. The project will have an undergound automatic irrigation system to water all new plantings. LANDSCAPE NOTES 1. 2. 3. 4.Shrub beds to have 12 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5.Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6.Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7.Solid sod all areas disturbed by construction Seasonal Color activities as shown on plan. 30 30 60 30 15 N.T.S. VICINITY MAP SITE FM 1709 - SOUTHLAKE BLVD CORPORATE CIR S. P A Y T O N V I L L E A V E . N. P A Y T O N V I L L E A V E . KI L L D E E R C T . KI L L D E E R T R . WATE R L I L L Y EGRE T L N . WILD R O S E W A Y ST A R L I N G C T . DO N L E Y C T . PE C O S D R . PECO S D R . SO U T H R I D G E L A K E S P K W Y . CARROLL SENIOR HIGH SCHOOL MAYFAIR W A T E R F O R D NORMANDY S A N J A C I N T O G R E G G ENGINEER ARCHITECT OWNER MADONE, LLC 1201 HALL JOHNSON RD. COLLEYVILLE, TX 76034 PH: EMAIL: 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TEXAS 76021 PH: 817.281.0572 FAX: 817.281.0574 CONTACT: MATT MOORE, PE EMAIL: MATT@CLAYMOOREENG.COM URBAN BOBCAT ARCHITECTS, PC 916 BRYAN AVE. SUITE 104 FORT WORTH, TX 76104 PH: 817.602.9129 CONTACT: MATT GREEN EMAIL: MATT@URBANBOBCAT.COM Red Yucca Dwarf Burford Holly Dwarf Indian Hawthorne RY DB DIH Texas SageTX Hamelin Grass Giant Liriope Drift Roses HG GL DR Dwf. Chinese Fringe Flower Soft Leaf Yucca Pink Muhly Grass LP SY PM Purple Pixie Chinese Fringe FlowerPP Asian JasmineAJ Seasonal ColorSC Nellie R Stevens HollyNR Abelia AB Dwarf YauponDY Dwarf Wax MyrtleWM LO Live Oak RB Redbud TY Tree Yaupon MP Mexican Plum BENCHMARK: CITY OF SOUTHLAKE G.P.S. MONUMENT NO. 33 A METAL DISC ON A STORM DRAIN INLET LOCATED AT THE INTERSECTION OF BOB-O-LINK DRIVE AND LOVEGRASS LANE. PUBLISHED ELEVATION: ZA18-0005 LANDSCAPE CALCULATIONS Building Floor Area 9,800 SF City of Southlake, Texas 4,900 SF 14,642 SF Parking Lot Landscape PROVIDEDREQUIRED 46% parking between bldg. and R.O.W.62 total spaces 1,240 sf 2,291 sf 83% SUMMARY CHART - INTERIOR LANDSCAPE Required or Provided Landscape Area (Sq. ft.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (Sq. Ft.) Seasonal Color Required Provided 75%10 20 123 762 SF 735 SF 108 SF 98 SF 29 spaces SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED 200' f1 10' - F1 6 12 16 8 ft. fence PROVIDED 200' f1 10' - F1 11 ex. trees 15 16 8 ft. fence EAST REQUIRED 285'5' - A 3 6 19 NA PROVIDED 285'5' - A 0 18 20 NA SOUTH REQUIRED 0 5' - A 0 0 0 NA PROVIDED 0'5' - A 0 0 0 NA WEST REQUIRED 236'5' - A 3 5 19 H1-Hedgerow PROVIDED 236'5' - A 3 6 34 H1-Hedgerow TOTALS ... 11 new +41 174 C3 Zoning 50% interior land area required 1 per 500 1 per 250 1 per 40 15%2% 20 SF per stall 9 existing EXISTING TREE COVER PRESERVATION preserved10" Pine 15" Pine preserved No existing trees are being removed 0 - 20% Tree Cover 70% Required Preservation 100% Preservation Provided 2053 2054 13" Pine preserved2055 14" Pine preserved2056 10" Pine preserved2057 16" Pine preserved2058 14" Pine preserved2059 10" Tree preserved2060 6" Tree preserved2061 6" Tree preserved2062 8" Tree preserved2063 8" Tree preserved2064 7" Tree preserved2065 20" Pine preserved2066 15" Pine preserved2067 26" Pine cluster preserved2068 15" Pine preserved2069 12" Pine preserved2070 13" Pine preserved2071 16" Pine preserved2072 18" Pine preserved2073 18" Pine preserved2074 14" Pine preserved2075 12" Pine preserved2076 24" Pine preserved2077 13" Tree preserved2078 8" Tree preserved2079 8" Tree preserved2080 10" Tree preserved2081 7" Tree preserved2082 10" Tree preserved2083 16" Tree preserved2084 6" Tree preserved2085 17" Tree preserved2086 15" Tree preserved2087 Preserved / RemovedTypeTree #Note: Irrigation piping for new plantings will run outside the dripline of all ex. trees. BUFFERYARD ALONG SOUTH PROPERTY LINE OF S-P-1 LOT NOT REQUIRED Note: Ornamental metal fence with existing trees and proposed plant materials. NO CANOPY TREES ALONG EAST PROPERTY LINE DUE TO UTILITY EASEMENT * * PROVIDED 18 ORN. TREES INSTEAD 200 AJ SO SO SOSO LO LO CR CR CR CR CS Zoning AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB RY PM PM PM PM PM PM PM PM PM PM PM WM WM WM WM WM WM RB RB RB CE TY TY TY TY CR CR CR CR HG HG HG HG HG HG HG HG HG HG HG AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB 108 SC DY DY DY DY DY DY solid sod solid sod DIH DIH DIH DIHDIH RY RY RY RY RY RY RYRY RY RY DR DRDR DR TX TXTX TX SY SY SY TX TXTX TX SY SY SY PP PPPP PPPP PP PP PP PP GL GL GL GL GL GL GL DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB solid sod DY DY DY GL GLGL GL GLGLDIH DIH DIH DIH DIH DIH DIH DIH DIH DIH 5' bufferyard5' bufferyard CR CRLO DY DY DY DY DY DY DB DB DB DB DB DB DB DB CR SOUTHRIDGE LAKES, PHASE C-1 C.C.F. NO. 2010-213087 P.R.T.C.T. CO R P O R A T E C I R C L E 37 ' C O N C R E T E 50 ' R . O . W . P E R P L A T LOT 3R BLOCK 6 6    ƒ       (         1ƒ ( EX. BUILDING FF=670.75 LOT 5, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 CAB. A, SLIDE 2199 P.R.T.C.T. 1  ƒ       (        1 0 ' U T I L I T Y E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 3 0 ' B U I L D I N G L I N E 3' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. 3 . 0 ' 1 0 . 0 ' 15' UTILITY EASEMENT CAB. A, SLD. 2199 P.R.T.C.T. 1 5 . 0 ' 10' UTILITY EASEMENT CAB. A, SLD. 4246 P.R.T.C.T. 20 ' U T I L I T Y E A S E M E N T CA B . A , P G . 2 1 9 9 P. R . T . C . T . 15 ' W A T E R E A S E M E N T C. C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P. R . T . C . T . 30.0' 10.0' DATE: SHEET File No. 2017-169 CHECKED:MAM DRAWN:BJK DESIGN:BJK TEXAS REGISTRATION #14199 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 P H O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M 08/13/2018 GI G G L E S D E N T A L LO T 1 3 , B L O C K 6 A N D P O R T I O N O F L O T 3 R , B L O C K 6 SO U T H R I D G E L A K E S , P H A S E C - 1 AD D I T I O N SO U T H L A K E , T E X A S 0 GRAPHIC SCALE 1 inch = ft. L-2 LA N D S C A P E P L A N H .U H N M O SA J ET S T A 3 O F 9 7 ET X R F P Y CE CR Cedar Elm Crapemyrtle TREE LEGEND Canopy Trees Ornamental Trees CO Chinquapin Oak SO Shumard Oak SHRUB LEGEND HATCH LEGEND Solid Sod Bermuda Grass Asian Jasmine Install 4" steel edging between all shrub beds and grass areas. Install 4" layer of shredded hardwood mulch to all planting beds. The project will have an undergound automatic irrigation system to water all new plantings. LANDSCAPE NOTES 1. 2. 3. 4.Shrub beds to have 12 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5.Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6.Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7.Solid sod all areas disturbed by construction Seasonal Color activities as shown on plan. 30 30 60 30 15 N.T.S. VICINITY MAP SITE FM 1709 - SOUTHLAKE BLVD CORPORATE CIR S. P A Y T O N V I L L E A V E . N. P A Y T O N V I L L E A V E . KI L L D E E R C T . KI L L D E E R T R . WATE R L I L L Y EGRE T L N . WILD R O S E W A Y ST A R L I N G C T . DO N L E Y C T . PE C O S D R . PECO S D R . SO U T H R I D G E L A K E S P K W Y . CARROLL SENIOR HIGH SCHOOL MAYFAIR W A T E R F O R D NORMANDY S A N J A C I N T O G R E G G ENGINEER ARCHITECT OWNER MADONE, LLC 1201 HALL JOHNSON RD. COLLEYVILLE, TX 76034 PH: EMAIL: 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TEXAS 76021 PH: 817.281.0572 FAX: 817.281.0574 CONTACT: MATT MOORE, PE EMAIL: MATT@CLAYMOOREENG.COM URBAN BOBCAT ARCHITECTS, PC 916 BRYAN AVE. SUITE 104 FORT WORTH, TX 76104 PH: 817.602.9129 CONTACT: MATT GREEN EMAIL: MATT@URBANBOBCAT.COM Red Yucca Dwarf Burford Holly Dwarf Indian Hawthorne RY DB DIH Texas SageTX Hamelin Grass Giant Liriope Drift Roses HG GL DR Dwf. Chinese Fringe Flower Soft Leaf Yucca Pink Muhly Grass LP SY PM Purple Pixie Chinese Fringe FlowerPP Asian JasmineAJ Seasonal ColorSC Nellie R Stevens HollyNR Abelia AB Dwarf YauponDY Dwarf Wax MyrtleWM LO Live Oak RB Redbud TY Tree Yaupon MP Mexican Plum BENCHMARK: CITY OF SOUTHLAKE G.P.S. MONUMENT NO. 33 A METAL DISC ON A STORM DRAIN INLET LOCATED AT THE INTERSECTION OF BOB-O-LINK DRIVE AND LOVEGRASS LANE. PUBLISHED ELEVATION: ZA18-0005 LANDSCAPE CALCULATIONS Building Floor Area 0 SF City of Southlake, Texas 0 SF 7,351 SF Parking Lot Landscape PROVIDEDREQUIRED 72 total spaces 1,440 sf 2,965 sf 83% SUMMARY CHART - INTERIOR LANDSCAPE Required or Provided Landscape Area (Sq. ft.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (Sq. Ft.) Seasonal Color Required Provided 75%0 0 0 0 SF 0 SF 108 SF 0SF SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED 199'5' - A 2 4 16 NA PROVIDED 199'5' - A 2 4 16 NA EAST REQUIRED 0 5' - A 0 0 0 NA PROVIDED 0 5' - A 0 0 0 NA SOUTH REQUIRED 217'5' - A 3 5 24 NA PROVIDED 217'5' - A 2 5 24 NA WEST REQUIRED 0 5' - A 0 0 0 H1-Hedgerow PROVIDED 0 5' - A 0 0 0 H1-Hedgerow TOTALS ... 4 new +13 177 CS Zoning 50% interior land area required 1 per 500 1 per 250 1 per 40 15%2% 20 SF per stall Note: utility easment in bufferyard 1 existing NO BUFFERYARDS ARE REQUIRED ON THE EAST or WEST SIDE OF LOT 3R DATE: SHEET File No. 2017-169 CHECKED:MAM DRAWN:BJK DESIGN:BJK TEXAS REGISTRATION #14199 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 P H O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M 08/13/2018 GI G G L E S D E N T A L LO T 1 3 , B L O C K 6 A N D P O R T I O N O F L O T 3 R , B L O C K 6 SO U T H R I D G E L A K E S , P H A S E C - 1 AD D I T I O N SO U T H L A K E , T E X A S L-3 LA N D S C A P E D E T A I L S H .U H N M O SA J ET S T A 3 O F 9 7 ET X R F P Y WATER BASIN SHRUB PLANTING SEE PLAN TRIANGULAR SPACING SCALE: NONE EQUAL MULTI-TRUNK PLANTING PREPARE SOIL MIX AND FERTILIZER PER SPECS. TOP OF BALL OR ROOT CROWN 1" ABOVE FIN. STEEL EDGING SEE PLAN GRADE PLACING PREPARED MIX SCARIFY BOTTOM OF PLANTING BED BEFORE EQ U A L PREPARED SOIL MIX AND FERTILIZER (SEE SPECS) 12" 4" MULCH LAYER SCALE: NONE 4" NATIVE SOIL 4" MULCH LAYER 4" MULCH LAYER 12" DEPTH OF PLANTING MIX TRIANGULAR SPACING EQ U A L EQUAL SCALE: NONE GROUNDCOVER PLANTING234 8" DETAIL FOR ARBOR-GUY REFER TO ANCHORING STEEL EDGING SEE PLAN CANOPY TREE PLANTING SCALE: NONE1 TREE STAKE SOLUTIONS LLC 9973 FM 521 ROAD ROSHARON, TX 77583 PHONE: (281) 778-1400 FAX: (281) 778-1425 www.treestakesolutions.comŒSolutions UNDISTURBED SOIL NAIL STAKE ROOT ANCHOR U-BRACKET ROOTBALL PLANTING HOLE UNDISTURBED SOIL ROOT ANCHOR U-BRACKET ROOTBALL PLANTING HOLE TREE TREE NAIL STAKE PLANTING HOLE TREE U-BRACKET ROOT ANCHOR TREE TRUNK ROOTBALL 1. WITH TREE IN A STRAIGHT & PLUMB POSITION, CENTER THE APPROPRIATE ROOT ANCHOR SAFETY STAKE AROUND THE TRUNK, WITH RINGS LAYING FLAT AGAINST ROOTBALL, U-BRACKETS FACING UP. 2. INSERT 1 OF 3 NAIL STAKES THROUGH EACH OF THE U-BRACKETS. NAILS SHOULD REST IN THE UNDISTURBED SOIL AT THE BOTTOM OF THE TREE PIT. ALL NAILS SHOULD FIT SNUG AGAINST THE SIDE OF THE ROOTBALL. (FOR HAND OR MACHINE DUG TREES, IT MAY BE NECESSARY TO PENETRATE 1" - 4" OF OUTER AREA OF THE ROOTBALL WITH THE NAIL.) 3. NAIL STAKES SHOULD BE DRIVEN STRAIGHT DOWN INTO THE UNDISTURBED SOIL BELOW THE ROOTBALL. THE NAILS ARE NOW CAGING THE ROOTBALL IN PLACE, WHILE THE TOP BRACKET PINS THE ROOTBALL DOWN. AFTER THE TREE STAKE IS INSTALLED, A LAYER OF MULCH CAN BE ADDED OVER THE STAKE. REMOVE ROOT ANCHOR AFTER TREE IS ESTABLISHED. ITEM # 5 BG 15 BG 30 BG 45/65 BG DESCRIPTION 5 GALLON OR 10" ROOTBALL 10/15 GALLON OR 17" ROOTBALL 20/30 GALLON OR 22" ROOTBALL 45/65 GALLON OR 27-30" ROOTBALL NAIL LENGTH X 3PC (INCLUDED) #4 X 24" #4 X 36" #4 X 36" #4 X 48" ITEM # 100 BG 150 BG 200 BG 300 BG DESCRIPTION 95/100 GALLON OR 36" ROOTBALL 150 GALLON OR 42" ROOTBALL 200 GALLON OR 48" ROOTBALL 300 GALLON OR 58" ROOTBALL NAIL LENGTH X 3PC (INCLUDED) #5 X 48" #5 X 60" #5 X 72" #5 X 72" ROOT ANCHORTM BELOW GRADE SAFETY STAKE SIZING CHART N.T.S. VICINITY MAP SITE FM 1709 - SOUTHLAKE BLVD CORPORATE CIR S. P A Y T O N V I L L E A V E . N. P A Y T O N V I L L E A V E . KI L L D E E R C T . KI L L D E E R T R . WATE R L I L L Y EGRE T L N . WILD R O S E W A Y ST A R L I N G C T . DO N L E Y C T . PE C O S D R . PECO S D R . SO U T H R I D G E L A K E S P K W Y . CARROLL SENIOR HIGH SCHOOL MAYFAIR W A T E R F O R D NORMANDY S A N J A C I N T O G R E G G ENGINEER ARCHITECT OWNER MADONE, LLC 1201 HALL JOHNSON RD. COLLEYVILLE, TX 76034 PH: EMAIL: 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TEXAS 76021 PH: 817.281.0572 FAX: 817.281.0574 CONTACT: MATT MOORE, PE EMAIL: MATT@CLAYMOOREENG.COM URBAN BOBCAT ARCHITECTS, PC 916 BRYAN AVE. SUITE 104 FORT WORTH, TX 76104 PH: 817.602.9129 CONTACT: MATT GREEN EMAIL: MATT@URBANBOBCAT.COM Redbud Cercis canedensis 30 gal. 8' ht. 3" cal. 30 gal. 8' ht. 3 trunk 3" cal. min.Lagerstroemia indica 'Tuscarora' Crapemyrtle 3 gal. 36" ocHesperaloe parvifloraRed Yucca Ilex cornuta 'Burfordii' nanaDwarf Burford Holly Chinquapin Oak Quercus muhlenbergii Cedar Elm Ulmus crassifolia 3 gal. 36" ocRaphiolepis indica 'Pinkie' Dwarf Indian Hawthorne RB CR RY DB CO CE DIH ORNAMENTAL TREES SHRUBS & GROUNDCOVERS 16 33 5 5 40 17 16 19 3 gal. 36" ocLeucophyllum frutescens 'Silverado'Texas SageTX11 PLANT LIST CANOPY TREES Live Oak Quercus virginianaLO4 Ilex vomitoriaTree YauponTY 30 gal. 8' ht. multi-trunk 3" cal. min. 3" cal. B&B 12' ht. 6' spread 3 gal. 36" ocPennisetum alopecuroides 'Hameln' Hamelin Grass 3 gal. 36" ocLiriope giganteaGiant Liriope 3 gal. 36" ocRosa sp.Drift Roses HG GL DR8 24 25 3 gal. 36" oc Loropetalum chinense 'Ruby'Dwf. Chinese Fringe Flower 3 gal. 36" ocYucca recurvifolia Soft Leaf Yucca 3 gal. 36" ocMuhlenbergia capillarisPink Muhly Grass LP SY PM11 9 24 3 gal. 36" ocLoropetalum chinense 'Purple Pixie'Purple Pixie Chinese Fringe FlowerPP18 4" cal. B&B 15' ht. 7' spread 3" cal. B&B 12' ht. 6' spread Shumard Oak Quercus shumardiSO4 4" cal. B&B 15' ht. 8' spread 4" pot 18" ocTrachelospermum asiaticumAsian JasmineAJ350 1 gal. 18" octo be selected at time of plantingSeasonal ColorSC108 10 gal. 24" ht. at time of plantingIlex 'Nellie R Stevens'Nellie R Stevens HollyNR51 3 gal. 36" oc Abelia grandifloraAbelia AB66 10 gal. 24" ht. at time of planting 10 gal. 24" ht. at time of planting Ilex vomitoria nanaDwarf YauponDY23 3 gal. 36" ocMyrica pusillaDwarf Wax MyrtleWM14 Mexican Plum Prunus mexicana 30 gal. 8' ht. 3" cal. MP8 ZA18-0005 TOP OF ROOF 32'-0" AFF TOP OF ROOF 40'-2" AFF 4' - 8 " 51'-2"66'-2"22'-8" 6'-0"4'-0" 12 ' - 6 " 10 ' - 0 " 140'-0" 6' - 6 " 1' - 6 " 1' - 6 " 3' - 6 " TOP OF WALL 36'-8" AFF TOP OF ROOF 32'-0" AFF 4' - 8 " 12 ' - 6 " 10 ' - 0 " 6' - 6 " 1' - 6 " 1' - 6 " 3' - 6 " 70'-0"4'-6" 87'-0" 2'-0"10'-6" TOP OF ROOF 32'-0" AFF TOP OF ROOF 40'-2" AFF 4' - 8 " 12 ' - 6 " 10 ' - 0 " 6' - 6 " 1' - 6 " 1' - 6 " 70'-0"2'-0" 87'-0" 12'-6"2'-6" TOP OF WALL 36'-8" AFF TOP OF ROOF 32'-0" AFF 4' - 8 " 12 ' - 6 " 10 ' - 0 " 6' - 6 " 1' - 6 " 1' - 6 " 66'-2"51'-2"22'-8" 4'-0"6'-0"140'-0" EXTERIOR ELEVATIONS A3.1 ISSUE BLOCK DOC. DATE: DRAWN BY: CHECKED BY: JO B N U M B E R : 07/23/18 JMB NKC 17 - 1 0 9 . 0 1 A T T S XETEFO SA N .K R I S C AL V E R T 2311 0 R E G I S T E R E D ARC H I T E C T SO U T H L A K E M E D I C A L O F F I C E B U I L D I N G 14 8 0 C O R P O R A T E C I R C L E SO U T H L A K E , T X 7 6 0 9 2 urban bobcat ARCHITECTS TM 916 BRYAN AVENUE, SUITE 104 FORT WORTH, TX 76104 WWW.URBANBOBCAT.COM info@urbanbobcat.com FOR REVIEW ONLY - NOT FOR CONSTRUCTION scale:A3.0 1 WEST ELEVATION 1/8" = 1'-0" MATERIAL LEGEND MARK LOCATION MATERIAL FINISH / NOTE EXTERIOR E1 FACADE BRICK WHITE E2 FACADE BRICK GRAY E3 FACADE STONE LEUDERS PLATINUM E4 BALCONY METAL BLACK E5 CORNICE, RAILING CEMENTITIOUS BOARD WOOD LOOK E6 COPING, FASCIA METAL BLACK FACADE MATERIAL PERCENTAGES STONE: 2029 SF 52% BRICK 1389 SF 36% CEMENTITIOUS BOARD: 248 SF 6% METAL / TRIM: 203 SF 6% TOTAL FACADE: 3869 SF (EXCLUSIVE OF WINDOWS / DOORS) MASONRY (BRICK / STONE)88% E1 E2E5E4 REFLECTIVE GLASS IS LESS THAN 50% OF FACADE scale:A3.0 2 SOUTH ELEVATION 1/8" = 1'-0" REFLECTIVE GLASS IS LESS THAN 50% OF FACADE scale:A3.0 3 EAST ELEVATION 1/8" = 1'-0" REFLECTIVE GLASS IS LESS THAN 50% OF FACADE scale:A3.0 4 NORTH ELEVATION 1/8" = 1'-0" REFLECTIVE GLASS IS LESS THAN 50% OF FACADE E3 E6 E6E3 E5 E1 E2E3 E5 E4E6E5E4 E6E5E1E2E3E6E3 E5 E3E4E4 E1 E2E5E4E3E6E5 E1E6E5 E2 E3E4 E4E5E3 E1E6E5 E2 E3 E5 E4E3 E6 E3 FACADE MATERIAL PERCENTAGES STONE: 1351 SF 53% BRICK 774 SF 30% CEMENTITIOUS BOARD: 274 SF 11% METAL / TRIM: 146 SF 6% TOTAL FACADE: 2545 SF (EXCLUSIVE OF WINDOWS / DOORS) MASONRY (BRICK / STONE)83% FACADE MATERIAL PERCENTAGES STONE: 1295 SF 52% BRICK 774 SF 31% CEMENTITIOUS BOARD: 274 SF 11% METAL / TRIM: 146 SF 6% TOTAL FACADE: 2508 SF (EXCLUSIVE OF WINDOWS / DOORS) MASONRY (BRICK / STONE)83% FACADE MATERIAL PERCENTAGES STONE: 2284 SF 56% BRICK 1181 SF 29% CEMENTITIOUS BOARD: 355 SF 9% METAL / TRIM: 265 SF 6% TOTAL FACADE: 4085 SF (EXCLUSIVE OF WINDOWS / DOORS) MASONRY (BRICK / STONE)85% ZA18-0005 NOTE: POST TO BE SET IN CONCRETE 3'-0" BELOW FINISH GRADE 13'-4" 12'-0" INSIDE CLEAR 12 ' - 0 " I N S I D E C L E A R 8/A1.1 SPLIT-FACE CMU SCREENING WALL 6" Ø PIPE BOLLARDS PAINTED SAFETY YELLOW TYP. REF: 4/A1.1 GATES TO OPEN 120 DEGREES 1 1/4"Ø HOLE IN PAVING - 6" DEEP TO RECEIVE CANE BOLTS 1" DIA. (24" HIGH) CANE BOLTS 16 GA. SHEET METAL WELDED TO TUBE FRAMING AND PAINTED TO MATCH CMU 4"X4" GALVANIZED STL. POST PAINTED TO MATCH CMU WALL W/ WELDED CAP GRIND SMOOTH SLOPE PAVING TO GATE (18" PER 1'-0", MIN) 13 ' - 0 " 6" Ø PIPE BOLLARDS PAINTED SAFETY YELLOW TYP. REF: 4/A1.1 3/A1.1 2/ A 1 . 1 REF. CIVIL / STRUCTURAL DRAWINGS FOR EXTENT OF HEAVY DUTY PAVING 4'-0" 2'-7" 1' - 9 " PROVIDE 3 HEAVY DUTY HINGES PER GATE 1 1/4"Ø HOLE IN PAVING - 6" DEEP TO RECEIVE CANE BOLTS PROVIDE LATCH & PLATE ASSEMBLY AT GATES TO ALLOW FOR PADLOCK LOCKING 1" DIA. (24" HIGH) CANE BOLTS SPLIT FACE CMU SCREENING WALL (TO MATCH BUILDING STONE) FINISH GRADE 2"x2"x1/8" STL. TUBE FRAME & BRACING 4" GALVANIZED STANDARD STL. PIPE POST PAINTED TO MATCH CMU W/ WELDED CAP, GRIND SMOOTH 16 GA. SHEET METAL WELDED TO TUBE FRAMING AND PAINTED 6"Ø PIPE BOLLARDS PAINTED SAFETY YELLOW TYP. REF: 4/A1.1 PRECAST STONE CAP PROVIDE 3 HEAVY DUTY HINGES PER GATE 8' - 0 " 6" 12'-0" CLEAR W/ DOORS OPEN PROVIDE LATCH & PLATE ASSEMBLY AT GATES TO ALLOW FOR PADLOCK LOCKING FINISH GRADE SPLIT FACE CMU SCREENING WALL (TO MATCH BUILDING STONE) 8' - 0 " PRECAST STONE CAP; HEAD & BED JOINTS BACKED & SEALED; UNDERLAYMENT BENEATH CAP 13'-0" 4" GALVANIZED STANDARD STL. PIPE POST PAINTED TO MATCH CMU W/ WELDED CAP, GRIND SMOOTH 6"Ø PIPE BOLLARDS PAINTED SAFETY YELLOW TYP. REF: 4/A1.1 1'-6" - VERIFY W/ STRUCT. 8' - 0 " 4" SPLIT-FACE CMU SCREEN WALL - COLOR TO MATCH BUILDING STONE (SPLIT-FACE TOWARD EXTERIOR) FOUNDATION - REF. STRUCT. CAST STONE WALL CAP; HEAD & BED JOINTS BACKED & SEALED UNDERLAYMENT BENEATH CAP 1"1" SITE DETAILS A1.1 ISSUE BLOCK DOC. DATE: DRAWN BY: CHECKED BY: JO B N U M B E R : 04/30/2018 JMB NKC 17 - 1 0 9 . 0 1 A T T S XETEFO SA N .K R I S C AL V E R T 2311 0 R E G I S T E R E D ARC H I T E C T SO U T H L A K E M E D I C A L O F F I C E B U I L D I N G 14 8 0 C O R P O R A T E C I R C L E SO U T H L A K E , T X 7 6 0 9 2 urban bobcat ARCHITECTS TM 916 BRYAN AVENUE, SUITE 104 FORT WORTH, TX 76104 WWW.URBANBOBCAT.COM info@urbanbobcat.com PRELIMINARY - NOT FOR CONSTRUCTION ZA18-0005 N scale:A1.1 2 DUMPSTER ELEVATION 1/4" = 1'-0"scale:A1.1 1 DUMPSTER PLAN 1/4" = 1'-0"scale:A1.1 3 DUMPSTER ELEVATION 1/4" = 1'-0"scale:A1.1 4 DUMPSTER WALL DETAIL 3/4" = 1'-0"