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Item 4Q - PlansC L C L CL CL C L C L C L LOT 1MEADOW OAKSDOC. NO. D179550021P.R.T.C.T.LOT 2MEADOW OAKSDOC. NO. D179550021P.R.T.C.T.LOT 3MEADOW OAKSDOC. NO. D179550021P.R.T.C.T.LOT 4MEADOW OAKSDOC. NO. D179550021P.R.T.C.T.LOT 5MEADOW OAKSDOC. NO. D179550021P.R.T.C.T.LOT 6MEADOW OAKSDOC. NO. D179550021P.R.T.C.T.LOT 11MEADOW OAKSDOC. NO. D179550021P.R.T.C.T. L O T 1 B L O C K 1 N O L E N O F F I C E P A R K A D D I T I O N D O C . N O . D 2 1 3 0 1 7 7 1 3 P . R . T . C . T . L O T 1 R 1 , B L O C K 5 C O R N E R S T O N E B U S I N E S S P A R K D O C . N O . D 2 1 8 2 4 8 1 1 0 P . R . T . C . T . L O T 2 R 1 R 1 , B L O C K 5 C O R N E R S T O N E B U S I N E S S P A R K D O C . N O . D 2 1 8 2 4 8 1 1 0 P . R . T . C . T . L O T 2 - R 2 , B L O C K 3 C O R N E R S T O N E B U S I N E S S P A R K D O C . N O . D 2 1 5 0 1 4 0 5 8 P . R . T . C . T . L O T 1 - R 2 , B L O C K 3 C O R N E R S T O N E B U S I N E S S P A R K D O C . N O . D 2 1 5 0 1 4 0 5 8 P . R . T . C . T . L O T 2 - R 3 , B L O C K 3 C O R N E R S T O N E B U S I N E S S P A R K D O C . N O . D 2 1 5 0 1 4 0 5 8 P . R . T . C . T . L O T 1 - R 1 , B L O C K 3 C O R N E R S T O N E B U S I N E S S P A R K D O C . N O . D 2 1 5 0 1 4 0 5 8 P . R . T . C . T . L O T 3 , B L O C K 5 T . E A S T E R N O . 4 7 4 A D D I T I O N D O C . N O . D 1 9 7 0 9 0 9 5 1 P . R . T . C . T . L O T 1 B L O C K 1 E . C . W H I T E A D D I T I O N D O C . N O . D 2 1 6 0 4 4 8 6 5 P . R . T . C . T . S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 ' N 00°34'40" W 625.37' N 8 9 ° 1 9 ' 3 9 " E 8 6 8 . 7 0 ' L O T 2 - R 1 , B L O C K 3 C O R N E R S T O N E B U S I N E S S P A R K D O C . N O . D 2 1 5 0 1 4 0 5 8 P . R . T . C . T . S . N O L E N D R I V E 7 0 ' R I G H T - O F - W A Y C R O O K E D L A N E V A R I A B L E W I D T H R I G H T - O F - W A Y T H O M A S E A S T E R S U R V E Y , A B S T R A C T N O . 4 7 4 15' WATER EASEMENT 1 0 ' B U I L D I N G L I N E 6    ƒ       :         6ƒ ( 1ƒ : L O T 1 6 . 9 8 A C R E S L O T 3 1 . 5 6 A C R E S L O T 4 2 . 8 1 A C R E S L O T 2 1 . 1 9 A C R E S 1 0 ' W A T E R E A S E M E N T 5 ' W A T E R E A S E M E N T 5 ' W A T E R E A S E M E N T 1 0 ' W A T E R E A S E M E N T 1 0 ' W A T E R E A S E M E N T 5 ' W A T E R E A S E M E N T 1 0 ' W A T E R E A S E M E N T V A R I A B L E W I D T H W A T E R E A S E M E N T 15' 1 5 ' W A T E R E A S E M E N T 1 5 ' W A T E R E A S E M E N T 1 0 ' S E W E R E A S E M E N T 1 0 ' W A T E R E A S E M E N T 1 0 ' B U I L D I N G L I N E 10' BUILDING LINE 1 0 ' B U I L D I N G L I N E L 2 L 3 L 4 L 5 L 6 L7 L8 L 1 0 L11 L 1 2 L 1 3 1 / 2 " I R F 1/2" C I R F "JPH L A N D SURVE Y I N G " 3 1 / 2 " M F C P 5 / 8 " C I R F " R P L S 4 8 3 8 " 5 / 8 " C I R F " B H B I N C . " 5 / 8 " C I R F " B H B I N C . " 1 " I P F C I R S 5 / 8 " C I R F " B H B I N C . " 5 / 8 " C I R F " B H B I N C . " 5 / 8 " C I R F " B H B I N C . " C A L L E D 1 . 5 6 A C R E S 2 0 2 1 P R I M R O S E O F F I C E I I , L L C D O C . N O . D 2 1 8 2 6 3 5 7 6 O . P . R . T . C . T . R I G H T - O F - W A Y D E D I C A T I O N D 2 1 3 0 1 5 1 3 0 O . P . R . T . C . T . Z O N E D A G Z O N E D A G ZONED SP1 ZONED SP1 Z O N E D S P 1 Z O N E D S P 1 Z O N E D S P 1 Z O N E D S P 1 Z O N E D S P 1 Z O N E D S P 1 Z O N E D S P 1 ZONED SP2 ZONED SP2 ZONED SP2 Z O N E D S P 2 Z O N E D S F 1 - A Z O N E D S F 1 - A ZONED SF1-AZONED SF1-A C A L L E D 2 . 0 0 A C R E S B O B B Y S T R U E M P L E R A N D D A R L E N E S T R U E M P L E R V O L . 6 8 2 6 , P G . 5 4 9 O . P . R . T . C . T . Z O N E D S F 1 - A L O T 3 R , B L O C K 3 C O R N E R S T O N E B U S I N E S S P A R K C A B . A , P G . 5 3 6 4 P . R . T . C . T . Z O N E D O 1 B L O C K A 3 2 . 0 ' 4 0 . 8 ' 3 5 . 0 ' 3 5 . 0 ' N : 7 0 2 6 5 9 1 . 5 2 E : 2 3 9 4 7 4 8 . 5 8 N:7025 9 5 5 . 9 9 E:2393 8 8 6 . 2 5 P O B R I G H T - O F - W A Y D E D I C A T I O N D O C . N O . D 2 1 6 0 4 4 8 6 5 P . R . T . C . T . S I L I C O N D R I V E 6 0 ' R I G H T - O F - W A Y 5 / 8 " C I R F " B H B I N C . " 25' B U I L D I N G L I N E P E D E S T R I A N A C C E S S E A S E M E N T P E D E S T R I A N A C C E S S E A S E M E N T P E D E S T R I A N A C C E S S E A S E M E N T L 1 L1 4 L1 5 L1 6 L 1 7 L 1 8 L 1 9 L 2 0 C 1 C 2 C 3 8 . 2 7 ' 6 . 4 8 ' 1 8 . 1 3 ' 4 3 4 . 9 7 ' 1 9 1 . 3 4 ' 2 7 8 . 8 6 ' 3 9 8 . 5 0 ' R I G H T - O F - W A Y D E D I C A T I O N 0 . 3 1 A C R E S C O M M O N A C C E S S E A S E M E N T 4 0 . 9 6 ' 38.38'586.99' L O T 5 0 . 3 2 A C R E S L9 6    ƒ       :         Drafter ProjectDateTAR08/17/2020 2005.049-02 VICINITY MAP(NOT TO SCALE)EAGLE SURVEYING, LLC210 S. Elm Street, Suite: 104Denton, TX 76201(940) 222-3009TX Firm #10194177 SURVEYOREagle Surveying, LLC210 S. Elm Street, Suite 104Denton, TX 76201(940) 222-3009 E N G I N E E R Claymoor e E n g i n e e r i n g , I n c . 1903 Cent r a l D r i v e , S u i t e 4 0 6 Bedf o r d , T X 7 6 0 2 1 (81 7 ) 2 8 1 - 0 5 7 2 = DOCUMENT NUMBERDOC. NO.= CAPPED IRON ROD FOUNDCIRFPLAT RECORDS,PR.T.C.T.= VOLUMEVOL = PAGEPGTARRANT COUNTY, TEXAS=OFFICIAL PUBLIC RECORDS,O.P.R.T.C.T.TARRANT COUNTY, TEXAS=LEGEND= POINT OF BEGINNINGPOB P R E L I M I N A R Y t h i s d o c u m e n t s h a l l n o t b e r e c o r d e d f o r a n y p u r p o s e a n d s h a l l n o t b e u s e d o r v i e w e d o r r e l i e d u p o n a s a f i n a l s u r v e y d o c u m e n t = IRON ROD FOUNDIRF O W N E R Z a d a M . W h i t e E s t a t e T r u s t A n d r e w J a m e s , T r u s t e e 4 2 5 R i d g e R o a d G r a p e v i n e , T X 7 6 0 5 1 P A G E 1 O F 2 N1.)The purpose of this plat is to create five (5) lots of record.2.)This property is located in "Non-shaded Zone X" according to the F.E.M.A. FloodInsurance Rate Map dated September 25, 2009 as shown on Map Number48439C0115K.3.)The bearings shown on this survey are based on GPS observations utilizing theAllTerra RTKNET Cooperative network. NAD 83(2011) Datum.4.)The grid coordinates shown on this survey are based on GPS observationsutilizing the AllTerra RTKNET Cooperative network. NAD 83(2011) State PlaneCoordinate System (Texas North Central Zone - 4202).5.)Selling a portion of this addition by metes and bounds is a violation of CityOrdinance and State Law, and is subject to fines and/or withholding of utilitiesand building permits.6.) Lot 5 will be combined with the property to the North at the time of development.GENERAL NOTES O W N E R ' S C E R T I F I C A T E & D E D I C A T I O N S T A T E O F T E X A S § C O U N T Y O F T A R R A N T § W H E R E A S , Z A D A M . W H I T E E S T A T E T R U S T , i s t h e o w n e r o f a 1 3 . 1 6 a c r e t r a c t o r p a r c e l o f l a n d s i t u a t e d i n t h e T h o m a s E a s t e r , A b s t r a c t N u m b e r 4 7 4 i n t h e C i t y o f S o u t h l a k e , D e n t o n C o u n t y , T e x a s a n d b e i n g a p o r t i o n o f a c a l l e d 2 2 . 9 0 a c r e t r a c t o f l a n d d e s c r i b e d i n t h e d e e d t o E l b e r t C l a r k W h i t e J r . , r e c o r d e d i n D o c u m e n t N u m b e r D 2 0 6 1 9 6 9 2 0 o f t h e O f f i c i a l P u b l i c R e c o r d s o f T a r r a n t C o u n t y , T e x a s a n d b e i n g m o r e p a r t i c u l a r l y d e s c r i b e d b y m e t e s a n d b o u n d s a s f o l l o w s : B E G I N N I N G , a t a 5 / 8 i n c h i r o n r o d w i t h p l a s t i c c a p s t a m p e d " R P L S 4 8 3 8 " f o u n d i n t h e W e s t r i g h t - o f - w a y l i n e o f S . N o l e n D r i v e ( 7 0 ' r i g h t - o f - w a y ) b e i n g t h e S o u t h e a s t c o r n e r o f L o t 1 , B l o c k 1 o f N o l e n O f f i c e P a r k A d d i t i o n , a s u b d i v i s i o n o f r e c o r d i n D o c u m e n t N u m b e r D 2 1 3 0 1 7 7 1 3 o f t h e P l a t R e c o r d s o f T a r r a n t C o u n t y , T e x a s , f o r t h e N o r t h e a s t c o r n e r h e r e o f ; T H E N C E , a l o n g t h e W e s t r i g h t - o f - w a y l i n e o f S . N o l e n D r i v e , t h e f o l l o w i n g t w o ( 2 ) c o u r s e s a n d d i s t a n c e s : 1 . 6 R X W K    ƒ       ( D V W   D  G L V W D Q F H  R I         I H H W  W R  D      L Q F K  L U R Q  U R G  Z L W K  S O D V W L F  F D S  V W D P S H G  ³ % + %  , 1 &  ´  I R X Q G  2 . 6 R X W K    ƒ       : H V W   D  G L V W D Q F H  R I        I H H W  W R  D Q  [  F X W  I R X Q G  L Q  F R Q F U H W H  D W  W K H  L Q W H U V H F W L R Q  R I  W K H  : H V W  U L J K W  R I  Z D \  O L Q H o f S . N o l e n D r i v e a n d t h e N o r t h r i g h t - o f - w a y l i n e o f C r o o k e d L a n e ( v a r i a b l e w i d t h r i g h t - o f - w a y ) , b e i n g i n t h e S o u t h e a s t l i n e o f s a i d 2 2 . 9 0 a c r e t r a c t , f o r t h e m o s t E a s t e r l y S o u t h e a s t c o r n e r h e r e o f ; T H E N C E , a l o n g t h e N o r t h r i g h t - o f - w a y l i n e o f C r o o k e d L a n e a n d t h e c o m m o n S o u t h l i n e o f s a i d 2 2 . 9 0 a c r e t r a c t , t h e f o l l o w i n g e i g h t ( 8 ) c o u r s e s a n d d i s t a n c e s : 1 . 6 R X W K    ƒ       : H V W   D  G L V W D Q F H  R I       I H H W  W R  D   ´  L U R Q  S L S H  I R X Q G  2 . 6 R X W K    ƒ       : H V W   D  G L V W D Q F H  R I         I H H W  W R  D      L Q F K  L U R Q  U R G  Z L W K  S O D V W L F  F D S  V W D P S H G  ³ % + %  , 1 &  ´  I R X Q G   3 . 6 R X W K    ƒ       : H V W   D  G L V W D Q F H  R I         I H H W  W R  D      L Q F K  L U R Q  U R G  Z L W K  S O D V W L F  F D S  V W D P S H G  ³ % + %  , 1 &  ´  I R X Q G  4 . 6 R X W K    ƒ       : H V W   D  G L V W D Q F H  R I        I H H W  W R  D      L Q F K  L U R Q  U R G  Z L W K  S O D V W L F  F D S  V W D P S H G  ³ % + %  , 1 &  ´  I R X Q G  5 . 6 R X W K    ƒ       : H V W   D  G L V W D Q F H  R I        I H H W  W R  D      L Q F K  L U R Q  U R G  Z L W K  S O D V W L F  F D S  V W D P S H G  ³ % + %  , 1 &  ´  I R X Q G  6 . 6 R X W K    ƒ       : H V W   D  G L V W D Q F H  R I        I H H W  W R  D      L Q F K  L U R Q  U R G  Z L W K  S O D V W L F  F D S  V W D P S H G  ³ % + %  , 1 &  ´  I R X Q G  7 . 6 R X W K    ƒ       : H V W   D  G L V W D Q F H  R I         I H H W  W R  D      L Q F K  L U R Q  U R G  Z L W K  J U H H Q  S O D V W L F  F D S  V W D P S H G  ³ ( $ * / ( 6 8 5 9 ( < , 1 * ´  V H W  8 . 6 R X W K    ƒ       : H V W   D  G L V W D Q F H  R I        I H H W  W R  D      L Q F K  L U R Q  U R G  I R X Q G  D W  W K H  1 R U W K H D V W  F R U Q H U  R I   U L J K W  R I  Z D \ d e d i c a t i o n o f r e c o r d i n E . C . W h i t e A d d i t i o n , a s u b d i v i s i o n o f r e c o r d i n D o c u m e n t N u m b e r D 2 1 6 0 4 4 8 6 5 o f s a i d P l a t R e c o r d s , f o r t h e m o s t S o u t h e r l y S o u t h w e s t c o r n e r h e r e o f ; T H E N C E   1 R U W K    ƒ       : H V W   D O R Q J  W K H  1 R U W K H D V W  O L Q H  R I  V D L G  (   &   : K L W H  $ G G L W L R Q   D  G L V W D Q F H  R I         I H H W  W R  D      L Q F K L U R Q  U R G  Z L W K  S O D V W L F  F D S  V W D P S H G  ³ - 3 +  / $ 1 '  6 8 5 9 ( < , 1 * ´  I R X Q G  L Q  W K H  ( D V W  O L Q H  R I  / R W    R I  0 H D G R Z  2 D N V  6 X E G L Y L V L R Q   R I r e c o r d i n D o c u m e n t N u m b e r D 1 7 9 5 5 0 0 2 1 o f s a i d P l a t R e c o r d s , b e i n g t h e N o r t h w e s t c o r n e r o f L o t 1 , B l o c k 1 o f s a i d E . C . W h i t e A d d i t i o n , a l s o b e i n g i n t h e c o m m o n W e s t l i n e o f s a i d 2 2 . 9 0 a c r e t r a c t ; T H E N C E   1 R U W K    ƒ       : H V W   D O R Q J  W K H  : H V W  O L Q H  R I  V D L G        D F U H  W U D F W  D Q G  W K H  F R P P R Q  ( D V W  O L Q H  R I  / R W V      R I  V D L G M e a d o w O a k s S u b d i v i s i o n , a d i s t a n c e o f 6 2 5 . 3 7 f e e t t o a 3 - 1 / 2 i n c h m e t a l f e n c e p o s t f o u n d a t t h e S o u t h w e s t c o r n e r o f a c a l l e d 1 . 5 6 a c r e t r a c t o f l a n d c o n v e y e d t o P r i m r o s e O f f i c e I I L L C . , b y d e e d o f r e c o r d i n D o c u m e n t N u m b e r D 2 1 8 2 6 3 5 7 6 o f t h e O f f i c i a l P u b l i c R e c o r d s o f T a r r a n t C o u n t y , T e x a s , b e i n g t h e c o m m o n E a s t c o r n e r o f L o t s 1 a n d 2 o f s a i d M e a d o w O a k s S u b d i v i s i o n ; T H E N C E   1 R U W K    ƒ       ( D V W   Z L W K  W K H  6 R X W K  O L Q H  R I  V D L G       D F U H  W U D F W   S D V V L Q J  D W  D  G L V W D Q F H  R I        I H H W   D      L Q F K  L U R Q  U R G f o u n d a t t h e S o u t h e a s t c o r n e r o f s a i d 1 . 5 6 a c r e t r a c t a n d t h e c o m m o n S o u t h w e s t c o r n e r o f s a i d L o t 1 , B l o c k 1 o f N o l e n O f f i c e P a r k A d d i t i o n , a n d c o n t i n u i n g w i t h t h e S o u t h l i n e o f s a i d L o t 1 , B l o c k 1 o f N o l e n O f f i c e P a r k A d d i t i o n , a t o t a l d i s t a n c e o f 8 6 8 . 7 0 f e e t t o t h e P O I N T O F B E G I N N I N G a n d c o n t a i n i n g 1 3 . 1 6 a c r e s o f l a n d m o r e o r l e s s . 1 3 . 1 6 A C R E S O U T O F T H E T H O M A S E A S T E R S U R V E Y , A B S T R A C T N O . 4 7 4 A U G U S T 2 0 2 0 / 4 L O T S P R E L I M I N A R Y P L A T L O T S 1 - 4 , B L O C K A G M I S O U T H L A K E A D D I T I O N A N A D D I T I O N T O T H E C I T Y O F S O U T H L A K E T A R R A N T C O U N T Y , T E X A S B E I N G 1 3 . 1 6 A C R E S O U T O F A C A L L E D 2 2 . 9 0 A C R E T R A C T D E S C R I B E D I N D O C U M E N T N O . D 2 0 6 1 9 6 9 2 0 , O . P . R . T . C . T . STATE HWY 114NOLEN DRKIMBALL AVECROOKED LN SOUTHLAKE BLVDFM 1709SITELOCATIONSILICON DR C E R T I F I C A T E O F S U R V E Y O R S T A T E O F T E X A S § C O U N T Y O F D E N T O N § I , M A T T H E W R A A B E , R e g i s t e r e d P r o f e s s i o n a l L a n d S u r v e y o r , d o h e r e b y c e r t i f y t h a t t h i s p l a t w a s p r e p a r e d f r o m a n a c t u a l s u r v e y m a d e o n t h e g r o u n d a n d t h a t t h e m o n u m e n t s s h o w n h e r e o n w e r e f o u n d o r p l a c e d w i t h 1 / 2 - i n c h i r o n r o d s w i t h g r e e n p l a s t i c c a p s s t a m p e d " E A G L E S U R V E Y I N G " u n d e r m y d i r e c t i o n a n d s u p e r v i s i o n i n a c c o r d a n c e w i t h t h e c u r r e n t p r o v i s i o n s o f t h e T e x a s A d m i n i s t r a t i v e C o d e a n d t h e O r d i n a n c e s o f t h e C i t y o f S o u t h l a k e , T a r r a n t C o u n t y , T e x a s . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M a t t h e w R a a b e , R . P . L . S . # 6 4 0 2 D a t e S T A T E O F T E X A S § C O U N T Y O F D E N T O N § B E F O R E M E , t h e u n d e r s i g n e d a u t h o r i t y , o n t h i s d a y p e r s o n a l l y a p p e a r e d M A T T H E W R A A B E , k n o w n t o m e t o b e t h e p e r s o n w h o s e n a m e i s s u b s c r i b e d t o t h e f o r e g o i n g i n s t r u m e n t , a n d a c k n o w l e d g e d t o m e t h a t h e e x e c u t e d t h e s a m e f o r t h e p u r p o s e s a n d c o n s i d e r a t i o n s t h e r e i n e x p r e s s e d a n d i n t h e c a p a c i t y t h e r e i n s t a t e d . G I V E N U N D E R M Y H A N D A N D S E A L O F T H E O F F I C E t h i s _ _ _ _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 0 . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N o t a r y P u b l i c i n a n d f o r t h e S t a t e o f T e x a s = IRON PIPE FOUNDIPF= CAPPED IRON ROD SETCIRS = CABINETCAB 1" = 100'010050 C A S E N O . Z A 2 0 - 0 0 5 8 L I N E T A B L E L I N E B E A R I N G D I S T A N C E L 1 6    ƒ       : 1 4 . 7 5 ' L 2 6    ƒ       : 1 1 6 . 5 2 ' L 3 6    ƒ       : 2 9 1 . 4 7 ' L 4 6    ƒ       : 7 5 . 4 2 ' L 5 6    ƒ       : 6 9 . 1 3 ' L 6 6    ƒ       : 8 5 . 4 3 ' L 7 6    ƒ       : 2 4 3 . 2 5 ' L 8 6    ƒ       : 9 3 . 0 8 ' L 9 1    ƒ       : 3 8 . 9 7 ' L 1 0 1    ƒ       : 1 0 3 . 3 0 ' L 1 1 6    ƒ       ( 3 8 . 0 0 ' L 1 2 1    ƒ       ( 1 3 . 5 7 ' L 1 3 6    ƒ       ( 6 0 . 8 2 ' L 1 4 6    ƒ       : 8 9 . 7 2 ' L 1 5 6    ƒ       : 2 0 7 . 4 3 ' L 1 6 6    ƒ       : 4 0 . 1 3 ' L 1 7 6    ƒ       : 8 1 . 3 3 ' L 1 8 6    ƒ       : 4 0 . 7 0 ' L 1 9 6    ƒ       : 2 8 5 . 1 2 ' L 2 0 6    ƒ       : 6 6 . 9 9 ' S . N O L E N D R I V E 7 0 ' R I G H T - O F - W A Y C R O O K E D L A N E V A R I A B L E W I D T H R I G H T - O F - W A Y T H O M A S E A S T E R S U R V E Y , A B S T R A C T N O . 4 7 4 15' WATER EASEMENT L O T 1 L O T 3 L O T 4 L O T 2 1 0 ' W A T E R E A S E M E N T 5 ' W A T E R E A S E M E N T 5 ' W A T E R E A S E M E N T 1 0 ' W A T E R E A S E M E N T 1 0 ' W A T E R E A S E M E N T 5 ' W A T E R E A S E M E N T 1 0 ' W A T E R E A S E M E N T V A R I A B L E W I D T H W A T E R E A S E M E N T 1 5 ' W A T E R E A S E M E N T 1 5 ' W A T E R E A S E M E N T 1 0 ' S E W E R E A S E M E N T 1 0 ' W A T E R E A S E M E N T B L O C K A P E D E S T R I A N A C C E S S E A S E M E N T P E D E S T R I A N A C C E S S E A S E M E N T P E D E S T R I A N A C C E S S E A S E M E N T R I G H T - O F - W A Y D E D I C A T I O N 0 . 3 1 A C R E S 3 0 ' C O M M O N A C C E S S E A S E M E N T L24 L 2 5 L 2 6 L 2 7 L 2 8 L29 L 3 0 L31 L 3 2 L33 L 3 4 L35 L 3 6 L37 L 3 8 L 3 9 L 4 0 L41 L 4 2 L 4 3 L 4 4 L 4 5 L 4 6 L47L 4 8 L49 L 5 0 L51 L 5 2 L53 L 5 4 L55 L 5 6 L57 L 5 8 L59 L 6 0 L61 L 6 2 L63 L 6 4 L 6 5 L66 L67 L68 L69 L70L71L72 L 7 3 L74 L 7 5 L76 L 7 7 L 7 8 L 7 9 L80 L 8 1 L82L83L84L85L86 L87L88L89 L90 L 9 1 L92 L93 L 9 4 L95 L 9 6 L 9 7 L 9 8 L 9 9 L100 L 1 0 1 L102 L 1 0 3 L104 L 1 0 5 L 1 0 6 L 1 0 7 L 1 0 8 L 1 0 9 L 1 1 0 L 1 1 1 L 1 1 4 L 1 1 5 L 1 1 6 L 1 1 7 L 1 1 8 L 1 1 9 L 1 2 0 L 1 2 1 L 1 2 2 L 1 2 3 L 1 2 4 L 1 2 5 L1 2 6 L127 1 " I P F C 4 C 5 C 6 C 7 C 8 C9C10 C 1 1 C 1 2 C 1 3 C 1 4 C 1 5 P E D E S T R I A N A C C E S S E A S E M E N T 1 0 . 0 4 ' 3 . 2 9 ' 1 1 . 7 1 ' 5 0 . 5 3 ' 3 0 . 1 2 ' 3 4 . 6 9 ' 8 6 . 4 3 ' 1 . 1 6 ' 8 . 4 7 ' 2 2 . 2 5 ' 0 . 4 8 ' 1 0 . 0 0 ' 2 5 . 7 9 ' 0. 2 3 ' 3 6 . 8 5 ' 4 4 . 2 5 ' 252.00'15.00'295.68'15.64'0.24'23.89' 14.53' 2 6 . 4 3 ' A = 7 0 . 7 8 A = 1 0 . 6 6 22.93' C 1 6 C17 L 1 2 8 L129 L O T 5 11.85' LINE TABLELINEBEARINGDISTANCEL24S 44°19'39" W19.06'L25S 89°37'35" W742.35'L25N 89°37'35" E398.38'L26S 52°04'29" W28.82'L27S 52°04'29" W31.81'L28S 89°37'35" W11.16'L29S 00°22'25" E14.63'L30S 89°37'35" W10.00'L31N 00°22'25" W14.63'L32S 89°37'35" W98.33'L33S 00°22'25" E27.18'L34S 89°37'35" W5.00'L35N 00°22'25" W27.18'L36S 89°37'35" W13.63'L37S 00°22'25" E77.34'L38S 45°40'21" E13.37'L39S 44°19'39" W10.00'L40N 45°40'21" W17.54'L41N 00°22'25" W81.51'L42S 89°37'35" W143.76'L43S 00°40'21" E13.57'L44S 89°19'39" W5.00'L45N 00°40'21" W13.59'L46S 89°37'35" W85.86'L47S 00°34'53" E40.34'L48N 89°25'07" E13.00'L49S 00°34'53" E10.00'L50S 89°25'07" W13.00'L51S 00°34'53" E265.15'L52N 89°25'07" E41.38'L53S 00°37'04" E15.00'L54S 89°25'07" W41.39'L55S 00°34'53" E11.35'L56N 89°25'07" E9.00'L57S 00°34'53" E14.50'L58S 89°25'07" W9.00'L59S 00°34'53" E63.50'L60N 89°25'07" E9.00'L61S 00°34'53" E5.00'L62S 89°25'07" W9.00'L63S 00°34'53" E44.20'L64S 44°30'19" W34.47'L65S 89°35'30" W240.49'L66N 45°29'07" W34.53'L67N 00°34'53" W129.22'L68N 45°37'37" W22.04'L69S 89°19'39" W68.19'L70S 89°19'39" W74.41'L71N 45°37'37" W34.48'L72N 00°34'53" W81.25'L73S 89°25'07" W20.09'L74N 00°34'53" W10.00'L75N 89°25'07" E20.09'L76N 00°34'53" W37.99'L77N 45°29'07" W22.13'L78S 89°35'30" W228.06'L79S 44°30'19" W22.02'L80S 00°34'53" E462.87'L81N 89°37'35" E266.73'L82N 00°22'25" W21.34'L83N 44°37'35" E21.19'L84S 45°22'25" E10.00'L85S 44°37'35" W17.05'L86S 00°22'25" E17.20'L87N 89°37'35" E61.62'L88N 44°19'39" E19.91'L89N 89°19'39" E5.60'L90N 40°33'19" W29.25'L91N 49°26'41" E10.00'L92S 40°33'19" E29.27'L93N 35°50'49" W28.93'L94N 54°09'11" E10.00'L95S 35°50'49" E29.02'L96S 76°15'54" W40.96'L97S 54°09'11" W203.58'L98S 64°46'55" W160.22'L99N 45°43'48" W54.66'L100N 00°43'48" W101.61'L101S 89°16'12" W41.69'L102N 00°43'48" W10.00'L103N 89°16'12" E51.69'L104S 00°43'48" E107.47'L105S 45°43'48" E43.59'L106N 64°46'55" E152.36'L107N 54°09'11" E204.61'L108N 76°15'54" E62.79'L109N 52°01'15" E16.90'L110S 37°55'06" E30.58'L111N 89°19'39" E414.52'L112S 89°37'35" W302.73'L113N 85°22'25" W10.61'L114N 89°37'35" E294.77'L115N 89°19'39" E467.53'L116S 37°53'32" E75.35'L117N 52°24'44" E76.97'L118S 07°58'29" E7.22'L119S 37°58'29" E57.74'L120S 83°02'15" E2.02'L121S 49°26'41" W132.97'L122S 54°09'11" W268.14'L123S 66°10'50" W52.17'L124S 06°44'57" E15.70'L124N 44°19'39" E12.26'L125S 72°26'30" W8.76'L126S 33°47'08" W23.17'L127S 08°40'24" W7.46' C U R V E T A B L E C U R V E A R C L E N G T H R A D I U S D E L T A A N G L E C H O R D B E A R I N G C H O R D L E N G T H C 1 7 9 . 2 5 ' 4 5 8 . 4 8 ' 9 ° 5 4 ' 1 3 " S 4 6 ° 2 0 ' 4 8 " W 7 9 . 1 5 ' C 2 2 6 . 3 2 ' 4 5 8 . 4 8 ' 3 ° 1 7 ' 2 2 " S 5 2 ° 5 6 ' 3 5 " W 2 6 . 3 2 ' C 3 7 2 . 5 2 ' 8 1 7 . 8 6 ' 5 ° 0 4 ' 4 8 " S 5 2 ° 0 5 ' 5 2 " W 7 2 . 4 9 ' C 4 9 7 . 1 2 ' 3 7 4 . 5 0 ' 1 4 ° 5 1 ' 2 9 " S 8 2 ° 1 1 ' 5 1 " W 9 6 . 8 4 ' C 5 1 0 2 . 3 2 ' 3 8 9 . 5 0 ' 1 5 ° 0 3 ' 0 6 " S 8 2 ° 0 6 ' 0 2 " W 1 0 2 . 0 3 ' C 6 4 7 . 1 6 ' 3 0 . 0 0 ' 9 0 ° 0 3 ' 3 9 " S 8 2 ° 5 6 ' 5 5 " E 4 2 . 4 5 ' C 7 2 7 . 6 2 ' 3 0 . 0 0 ' 5 2 ° 4 5 ' 1 5 " S 6 4 ° 1 7 ' 4 3 " E 2 6 . 6 6 ' C 8 4 5 . 6 2 ' 3 0 . 0 0 ' 8 7 ° 0 8 ' 0 2 " S 4 7 ° 0 6 ' 1 9 " E 4 1 . 3 5 ' C 9 1 4 . 8 4 ' 3 0 . 0 0 ' 2 8 ° 2 0 ' 0 2 " S 7 6 ° 1 2 ' 2 4 " E 1 4 . 6 8 ' C 9 1 3 . 2 3 ' 3 0 . 0 0 ' 2 5 ° 1 6 ' 1 8 " S 7 4 ° 4 0 ' 3 2 " E 1 3 . 1 3 ' C 1 0 1 4 . 8 4 ' 3 0 . 0 0 ' 2 8 ° 2 0 ' 0 2 " S 7 6 ° 1 2 ' 2 4 " E 1 4 . 6 8 ' C 1 1 1 3 . 0 4 ' 3 0 . 0 0 ' 2 4 ° 5 4 ' 2 9 " S 7 7 ° 5 5 ' 1 1 " E 1 2 . 9 4 ' C 1 2 2 7 . 6 4 ' 3 0 . 0 0 ' 5 2 ° 4 6 ' 4 9 " S 6 4 ° 1 6 ' 5 6 " E 2 6 . 6 7 ' C 1 3 6 . 8 1 ' 1 3 . 0 0 ' 3 0 ° 0 0 ' 0 0 " S 2 2 ° 5 8 ' 2 9 " E 6 . 7 3 ' C 1 4 1 0 . 2 2 ' 1 3 . 0 0 ' 4 5 ° 0 3 ' 4 6 " S 6 0 ° 3 0 ' 2 2 " E 9 . 9 6 ' C 1 5 6 6 . 0 9 ' 4 7 0 . 4 8 ' 8 ° 0 2 ' 5 3 " S 4 7 ° 4 3 ' 3 7 " W 6 6 . 0 3 ' Drafter ProjectDateTAR08/17/2020 2005.049-02EAGLE SURVEYING, LLC210 S. Elm Street, Suite: 104Denton, TX 76201(940) 222-3009TX Firm #10194177 SURVEYOREagle Surveying, LLC210 S. Elm Street, Suite 104Denton, TX 76201(940) 222-3009 E N G I N E E R Claymoor e E n g i n e e r i n g , I n c . 1903 Cent r a l D r i v e , S u i t e 4 0 6 Bedf o r d , T X 7 6 0 2 1 (81 7 ) 2 8 1 - 0 5 7 2 O W N E R Z a d a M . W h i t e E s t a t e T r u s t A n d r e w J a m e s , T r u s t e e 4 2 5 R i d g e R o a d G r a p e v i n e , T X 7 6 0 5 1 P A G E 2 O F 2 1 3 . 1 6 A C R E S O U T O F T H E T H O M A S E A S T E R S U R V E Y , A B S T R A C T N O . 4 7 4 A U G U S T 2 0 2 0 / 4 L O T S P R E L I M I N A R Y P L A T L O T S 1 - 4 , B L O C K A G M I S O U T H L A K E A D D I T I O N A N A D D I T I O N T O T H E C I T Y O F S O U T H L A K E T A R R A N T C O U N T Y , T E X A S B E I N G 1 3 . 1 6 A C R E S O U T O F A C A L L E D 2 2 . 9 0 A C R E T R A C T D E S C R I B E D I N D O C U M E N T N O . D 2 0 6 1 9 6 9 2 0 , O . P . R . T . C . T . C A S E N O . Z A 2 0 - 0 0 5 8 N 1 " = 5 0 ' 0 5 0 2 5 E A S E M E N T D E T A I L C 1 6 4 2 . 8 8 ' 3 0 . 0 0 ' 8 1 ° 5 3 ' 3 2 " S 4 8 ° 4 0 ' 4 9 " W 3 9 . 3 2 ' C 1 7 2 . 6 2 ' 3 0 . 0 0 ' 5 ° 0 0 ' 0 0 " N 8 7 ° 5 2 ' 2 5 " W 2 . 6 2 ' L128S 89°37'35" W302.73'L129N 85°22'25" W10.61' S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASP H A L T R O A D W A Y VAR I A B L E W I D T H R . O . W . TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49 ° 2 6 ' 4 1 " W 116 . 5 2 ' S54 ° 0 9 ' 1 1 " W 291 . 4 7 ' S51 ° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69. 1 3 ' S3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' S2 7 ° 5 3 ' 2 3 " W 24 3 . 2 5 ' S3 2 ° 1 1 ' 1 5 " W 93 . 0 8 ' N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. PROPOSED LOT 1 GMi HEADQUARTERS 57,500 SF INDUSTRIAL 22,500 SF OFFICE (2-STORY) 7.11 AC FFE = 678.00 195 PARKING SPACES PROVIDED (6 ADA SPACES) VILLAGE CENTER DRIVE PROPOSED LOT 2 FUTURE DEVELOPMENT 17,040 SF BUILDING 1.19 AC 0.32 AC R 3 0 ' R 5 4 ' R 5 4 ' R 3 0 ' R 3 0 ' R 5 4 ' R30 ' FL R30' R3 0 ' R 3 0 ' R 3 0 ' R8' R1 0 ' R 1 0 ' R 3 ' T Y P . R1 0 ' R1 0 ' R 1 0 ' R3 0 ' R10 ' R 2 0 ' PROP. FH PROP. FH PROP. GRATE INLET PROP. DOM. METER PROP. IRR. METERPROP. FH PROP. FH PROP. GRATE INLET PROP. GRATE INLET EX. FH 65.99' 68.26' PROP. GRATE INLET PROPOSED DETENTION POND AREA R6' 1 3 ' 1 3 ' 1 3 ' 1 3 ' 13' R30' R3 0 ' R 3 0 ' R3 0 ' R30 ' PROPOSED LOT 3 FUTURE DEVELOPMENT 17,040 SF BUILDING 1.64 AC PROPOSED LOT 4 FUTURE DEVELOPMENT 24,700 SF BUILDING 2.91 AC EX. SSMH 120'10.5' 2 4 ' 24' FL 20.29'24' FL 18'5' 44.29' 26' FL 3 0 ' 2 2 ' 18' 9 ' 9'9'9' 9'9'9' 1 8 ' 9'9'9' 9' TYP. 6 ' 1 9 . 1 2 ' 2 4 ' 1 8 ' 1 8 ' 2 4 ' 1 8 ' 7 . 2 5 ' 1 8 ' 9' TYP. 5 . 4 5 ' 18' TYP. 18' TYP. 9 ' T Y P . 18' TYP. 9 ' T Y P . 9 ' T Y P . 9 ' T Y P . 20' 1 2 ' 3 0 ' 24' FL 30' 3 0 ' F L 24' PROP. STAIRS TO SECOND STORY (SEE ARCH. PLANS FOR DETAILS) 1 0 ' 13.16 AC (TOTAL) CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. EX. ZONING = AG PROPOSED ZONING = SP-2 L.U.D. = MIXED USE LO T 3 B L O C K A PI N N A C L E P O I N T EX . Z O N I N G : S P 2 L. U . D . : M I X E D U S E OW N E R : S P S O U T H L A K E - K I M B A L L I I L L C LO T 2 B L O C K A PI N N A C L E P O I N T EX . Z O N I N G : S P 2 L. U . D . : M I X E D U S E OW N E R : T O U L A K I M B A L L - S O U T H L A K E IN V E S T M E N T S L L C LO T 4 ME A D O W O A K S DO C . N o . D 1 7 9 5 5 0 0 2 1 P. R . T . C . T . EX . Z O N I N G : S P 1 L. U . D . : M I X E D U S E OW N E R : 4 9 5 K I M B A L L L L C LO T 5 ME A D O W O A K S DO C . N o . D 1 7 9 5 5 0 0 2 1 P. R . T . C . T . EX . Z O N I N G : S P 1 L. U . D . : M I X E D U S E OW N E R : C H U R C H O F C H R I S T O U R K I N G LOT 6 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. EX. ZONING: SF1-A L.U.D.: MIXED USE OWNER: TRI DAL REAL ESTATE LTD. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T. EX. ZONING: SF1-A L.U.D.: LOW DENSITY RESIDENTIAL OWNER: HARMAN COURTNEY J LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: SILICON TEXAS PROPERTIES LLC LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: CCW-516 SILICON LLC LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: FATCAT LLC LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: LIMC REAL ESTATE LLC LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: MIXED USE OWNER: MPA SOUTHLAKE MOB LLC LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. EX. ZONING: SP2 L.U.D.: OFFICE COMMERCIAL OWNER: HARBOR TOWN PARTNERS LP LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: CAVU EQUITY GROUP LLC 30' F L 1 0 ' - D B U F F E R Y A R D 10' LANDSCAPE SETBACK ± 1 4 5 . 9 ' T O I N T E R S E C T I O N 5 ' TYP. TYP. TYP. LOT 11 EASTER, THOMAS SURVEY; A474 EX. ZONING: AG L.U.D: MIXED USE OWNER: 2021 PRIMROSE OFFICE II LLC CONNECT TO EX. VILLAGE CENTER DRIVE CROSS ACCESS DRIVE TO VILLAGE CENTER TO BE CONSTRUCTED IN PHASE 1 PHASE 1 TRUCK LOADING ZONE EX. TREES TO REMAIN (TYP.) PROP. CONCRETE HEADWALL PROP. CONCRETE HEADWALL PROP. CONCRETE HEADWALL PROP. GRATE INLET PHASE 2 2 5 9 5 7 6 4 8 5 R 1 0 ' R10 ' 2 5 R 8 ' R10 ' 1 2 . 0 5 ' 1 7 . 9 5 ' 1 8 ' 2 1 0 2 . 1 2 ' 128.73' 10 R 3 0 ' R30 ' 1 5.5' 1 0 1 . 3 9 ' PROP. 15' UTILITY EASEMENTPROP. 30' ACCESS EASEMENT P R O P . 2 4 ' A C C E S S E A S E M E N T PROP. 30' ACCESS EASEMENT LOA D I N G LOADING 75' 1 0 ' PROP. GRATE INLET PROP. GRATE INLET PROP. SSWR MANHOLE PROP. SSWR MANHOLE PROP. SSWR MANHOLE PROP. STORM MANHOLE PRO P . U N D E R G R O U N D D E T E N T I O N R30' 1 PROP. 10' SSWR EASEMENT PROP. 5' RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL T/ET/E R30' R 3 0 ' R 5 4 ' 2 2 PROP. FH PROP. WATER METER PROP. FH EX. SSWR MANHOLE EX. SSWR MH EX. PP PROP. WATER METER PROP. GRATE INLET PROP. GRATE INLET 9 9 PROP. 15' UTILITY EASEMENT R1 0 ' 30' R 1 0 ' R10 ' R 1 0 ' 4.5' 5.13' 18'24'18'8.5' 24' COMMON ACCESS EASEMENT 2 0 ' 18 1 . 9 6 ' 93.66' 93.66' 18 1 . 9 6 ' 6 4 ' 8 2 ' 62.56' 1 3 0 ' 103' 1 0 0 ' 100 . 7 2 ' 7 3 . 5 ' 59.6 5 ' STACKING DEPTH INSUFFICIENT, VARIANCE REQUESTED CENTERLINE SPACING INSUFFICIENT, VARIANCE REQUESTED ± 1 9 3 . 7 ' T O D R I V E W A Y DRIVEWAY SPACING INSUFFICENT, VARIANCE REQUESTED E X . C O N C R E T E D R I V E ( M I X E D U S E ) ± 3 2 1 . 3 9 ' T O D R I V E W A Y EX. CONCRETE DRIVE (VACANT LOT) PROP. WALL MOUNT FDC (64 LF TO PROP. FHYD) 8.62'18'24' 18' 5.5' PROP. 6'X6' RISER ROOM PROP. 8' MASONRY SCREENING WALL AND 5' RETAINING WALL PROP. 4' RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL EXISTING PUBLIC SIDEWALK 30 ' B U I L D I N G S E T B A C K 10 ' - D B U F F E R Y A R D ( 2 0 ' P R O V I D E D ) 30' BUILDING SETBACK 10'-F1 BUFFERYARD 3 0 ' B U I L D I N G S E T B A C K 10' ROW DEDICATION 10' WIDE ROW DEDICATION PROP. 6' PUBLIC SIDEWALK (PHASE 2) P H A S E 2 P H A S E 1 PHASE 2 PHASE 1 P H A S E 1 P H A S E 2 ACCESS DRIVE TO S NOLAN DRIVE TO BE CONSTRUCTED IN PHASE 1 128.73' 187 . 0 8 ' 50' 1 0 ' 1 0 ' 50' LOADING ZONE SPACE 25' 25' 25' 1 0 ' 1 0 ' 1 0 ' LOADING ZONE SPACE 1 0 ' - F 1 B U F F E R Y A R D 3 0 ' B U I L D I N G S E T B A C K 1 0 ' - F 1 B U F F E R Y A R D 1 0 ' - F 2 B U F F E R Y A R D 4 0 ' B U I L D I N G S E T B A C K 6' PUBLIC SIDEWALK (PHASE 1) 4: 1 H E I G H T S E T B A C K 30' BUILDING SETBACK PROPOSED MONUMENT SIGN 10'-D BUFFERYARD (20' PROVIDED) 8' SCREENING FENCE R30' R3 0 ' R3 0 ' R 3 0 ' 5 3 . 8 5 ' 54' 1 8 ' 8 0 . 2 4 ' PROP. FH SSWR MH SSWR MH 20' 2 0 ' PROP. 5' PUBLIC SIDEWALK (PHASE 1) PROP. 5' PUBLIC SIDEWALK (PHASE 1) 13' LEGEND LIGHT DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT DUMPSTER AREA CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK BUFFERYARD LANDSCAPE AREA PUBLIC CONCRETE SIDEWALK PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT FULL-DEPTH SAWCUT PROPOSED FIRE LANE STRIPPING PROPOSED PHASING LINE SITE SI T E P L A N SP-1COUNTYSURVEY:ABSTRACT NO. TARRANT EASTER 474 CITY:STATE: SOUTHLAKE TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 ZADA M WHITE ESTATE TRUST 425 RIDGE ROAD GRAPEVINE, TX 76051 CONTACT NAME: CLAY CRISTY EASTER, THOMAS SURVEY ABSTRACT 474 TRACT 11E AG VICINITY MAP N.T.S. NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.REFER TO ARCHITECTURAL PLANS FOR FENCE AND GATE DETAILS. 4.REFER TO ARCHITECTURAL PLANS FOR PROPOSED LIGHTING AND PHOTOMETRICS CONSTRUCTION SCHEDULE SAW CUT FULL DEPTH EXISTING PAVEMENT 4" PARKING STALL STRIPING COLOR: WHITE (TYP) CURB & GUTTER PROPOSED PEDESTRIAN RAMP HANDICAP SYMBOL PAVEMENT STRIPING HANDICAP SIGN CURB STOP PER DETAIL PROPOSED SIDEWALK 1 2 3 4 5 6 7 8 9 LANDSCAPE CALCULATIONS GMI Development Phase 1 10,500 SF 88,994 SF 89% SUMMARY CHART - INTERIOR LANDSCAPE Required or Provided Landscape Area (Sq.ft.) % of area in front or side Accent Trees 1 per 250 Ground Cover (Sq. Ft.) 15% Seasonal Color 2% Required Provided 75%21 42 263 1,837 SF 1,575 SF 240 SF 210 SF 42 309 PHASE 1 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED PROVIDED EAST N/A N/A N/A N/A EAST 2 REQUIRED 299.7'10' - D 12 15 54 PROVIDED 12 15 54 WEST REQUIRED 625.37'10' - F1 38 50 PROVIDED 10' - F1 38 65 N/A N/A 299.7'10' - D 625.37' 22 PRELIMINARY CLAYMOORE ENGINEERING DA T E No . RE V I S I O N BY DATE: SHEET 9/30/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP GM i H E A D Q U A R T E R S S. N O L A N D R I V E SO U T H L A K E , T X 7 6 0 9 2 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 File No:2020-076 BENCHMARK: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 -CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 N FM 1709 - SOUTHLAKE BLVD S. K I M B A L L A V E . CR O O K E D L N NO L E N D R I V E SI L I C O N D R . KIMBALL HILL CTEA S T W O O D D R . MA N C H E S T E R C T Canopy Trees 1 per 500 Shrubs 5 gal. 1 per 40 N/A N/A N/A N/A N/A N/A CITY CASE NO.: ZA20-0040 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 SOUTH REQUIRED 453.10'10' - F2 19 37 55 PROVIDED 10' - F2453.10' REQUIRED PROVIDED N/A N/A N/A N/A N/AN/A N/A N/A N/A N/A N/A N/A N/A N/A F1 - FENCE F1 - FENCE** N/A N/A193755 19 19 PHASE 2 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED PROVIDED EAST 1 235.37'10' - D N/A N/A EAST 2 REQUIRED 682.02'10' - D 28 35 123 PROVIDED 28 35 123 WEST REQUIRED N/A N/A PROVIDED N/A 235.37'10' - D 682.02'10' - D N/A 10 12 43 10 12 43 REQUIRED PROVIDED 470.19' 470.19' 10' - F1 F1 - FENCE F1 - FENCE10' - F1 15 29 38 15 29 38 N/A N/A N/A N/A N/A N/A N/A N/AN/AN/A ** SCREENING FENCE SURROUNDING PROPOSED TRUCK LOADING ZONG 8" PVC 8 " P V C 8 " P V C 8" PV C 8" PV C 6" W T R 6" W T R 8" WTR 8" WTR 1 2 " W T R 8 " W T R 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. PHASE 1 PHASE 2 MEADOW OAKS DOC. No. D179550021 LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 6 MEADOW OAKS LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T. LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASPH A L T R O A D W A Y VARI A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 68 1 6 8 5 68 4 68 2 68 5 6 8 2 6 8 3 6 8 4 6 8 5 68 1 680 681 682 679 678 677 678 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 67 2 673 674 669 67 0 6 7 1 672 67 3 67 4 67 5 6 7 6 6 7 7 67 8 67 9 68 0 6 8 1 6 8 2 68 3 68 4 6 8 5 6 6 9 6 7 0 6 7 1 6 7 2 6 7 3 6 7 4 67 5 67 6 6 5 8 65 9 66 0 6 6 1 6 6 2 6 6 3 66 4 6 6 6 68 5 684 683 680 681 682 677 67 8 6 7 9 670 67 1 67 2 673 674 675 670 66 9 669 668 66 7 666 66 8 66 7 TBM X-CUT SET Z=655.28 THOMAS EAST E R S U R V E Y , ABSTRACT NO . 4 7 4 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49° 2 6 ' 4 1 " W 116. 5 2 ' S54° 0 9 ' 1 1 " W 291.4 7 ' S51° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69.1 3 ' S33 ° 4 7 ' 0 8 " W 85. 4 3 ' S27 ° 5 3 ' 2 3 " W 243 . 2 5 ' S32 ° 1 1 ' 1 5 " W 93. 0 8 ' N5 2 ° 2 7 ' 1 2 " W 45 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' FFE = 670.00 FFE = 671.00 FFE = 668.00 FFE = 678.00 67 8 . 3 0 68 0 . 0 1 67 8 . 7 8 68 1 . 0 3 67 9 . 5 0 683 . 7 6 68 2 . 2 0 68 5 . 3 6 ± ME ?? ? ± ME 68 1 . 7 5 68 2 . 5 9 67 5 . 1 8 67 5 . 0 0 67 5 . 3 0 67 5 . 2 4 67 4 . 8 2 67 6 . 0 1 676. 8 5 67 7 . 1 3 677 . 7 3 67 7 . 7 3 67 6 . 8 9 67 6 . 7 3 67 6 . 3 6 67 6 . 1 2 67 6 . 4 3 67 6 . 7 7 67 6 . 4 1 67 6 . 5 3 67 6 . 1 6 67 5 . 8 1 67 6 . 0 5 67 5 . 5 7 67 6 . 5 3 67 7 . 2 7 67 6 . 5 1 67 6 . 7 7 67 7 . 8 5 67 7 . 6 0 67 7 . 8 4 678 . 3 7 67 8 . 2 9 67 7 . 5 5 67 7 . 8 6 67 8 . 1 1 67 4 . 2 2 67 3 . 7 0 67 0 . 9 6 67 1 . 1 6 66 9 . 9 6 67 0 . 6 7 66 9 . 2 8 670. 2 4 66 9 . 7 6 66 9 . 2 5 66 9 . 0 1 66 9 . 2 8 66 8 . 7 7 66 9 . 0 1 66 8 . 8 3 66 8 . 5 9 66 8 . 6 8 66 8 . 5 0 66 8 . 8 0 66 9 . 2 4 66 9 . 4 5 66 9 . 2 1 66 7 . 0 6 666 . 8 2 66 6 . 7 3 66 6 . 4 3 66 8 . 4 1 66 7 . 1 7 66 8 . 4 5 66 8 . 5 0 66 7 . 3 9 66 8 . 5 2 66 7 . 3 9 66 8 . 1 9 66 7 . 9 5 66 7 . 6 5 66 7 . 8 9 66 6 . 7 9 66 7 . 0 9 66 7 . 2 7 66 1 . 9 0 662 . 5 6 66 1 . 8 9 66 1 . 7 8 66 2 . 4 0 66 2 . 5 8 66 6 . 9 7 65 9 . 6 8 65 9 . 9 2 65 9 . 6 2 65 9 . 3 8 65 3 . 5 8 ± ME 65 3 . 3 4 ± ME 653 . 1 1 ± ME 65 3 . 7 5 ± ME 65 8 . 7 0 65 9 . 0 0 65 8 . 4 1 65 8 . 7 0 65 9 . 7 1 660 . 1 8 65 9 . 9 0 664. 0 8 66 4 . 0 7 665 . 4 4 66 9 . 3 8 66 9 . 3 4 66 9 . 4 2 66 9 . 4 2 66 9 . 4 2 66 9 . 4 2 66 9 . 2 4 669 . 2 4 66 9 . 4 1 66 9 . 4 2 66 8 . 7 8 66 8 . 6 9 66 8 . 6 9 66 8 . 7 8 667 . 8 7 667. 9 4 667. 9 4 PROP. EXPOSEDGRADE BEAM PROP. RETAININGWALL PROP. RETAININGWALL PROP.RETAININGWALL PROP.RETAININGWALL PROP. RETAININGWALL 677 . 5 5 67 7 . 5 5 67 7 . 7 4 677 . 7 4 677 . 2 7 67 7 . 4 5 677 . 2 7 67 7 . 4 5 PROP. RIDGE 67 4 . 9 3 67 4 . 6 6 67 5 . 5 2 67 5 . 7 6 67 6 . 0 0 67 5 . 7 6 67 5 . 8 1 677 . 0 7 67 7 . 2 5 67 7 . 2 5 67 7 . 0 7 67 7 . 2 6 67 7 . 0 8 67 7 . 2 6 67 7 . 0 8 67 8 . 0 0 67 8 . 0 0 67 8 . 0 0 67 8 . 0 0 67 1 . 0 0 67 1 . 0 0 67 0 . 0 0 67 0 . 0 0 67 0 . 0 0 67 0 . 0 0 67 1 . 0 0 67 1 . 0 0 66 8 . 0 0 66 8 . 0 0 66 8 . 0 0 66 8 . 0 0 66 8 . 0 0 66 7 . 1 2 66 8 . 0 0 66 4 . 8 9 67 2 . 5 4 66 7 . 9 2 66 8 . 1 0 67 6 . 0 7 GR A D I N G P L A N C-1 LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING 699.50 NOTES: 1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2. EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3. MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%. 4. ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6. REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7. THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS. 8. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9. GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10. CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. 700 695 DA T E No . RE V I S I O N BY DATE: SHEET 8/27/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 GM i H E A D Q U A R T E R S 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 BENCHMARK: - TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 - TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 - CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 GRADING VOLUMES CUT 32,861 CU. YD FILL 11,317 CU. YD. NET 21,544 CU. YD. 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. DOC. No. D179550021 MEADOW OAKS LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T. LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASPH A L T R O A D W A Y VARI A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 68 1 6 8 5 68 4 68 2 68 5 6 8 2 6 8 3 6 8 4 6 8 5 68 1 680 681 682 679 678 677 678 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 67 2 673 674 669 67 0 6 7 1 672 67 3 67 4 67 5 6 7 6 6 7 7 67 8 67 9 68 0 6 8 1 6 8 2 68 3 68 4 6 8 5 6 6 9 6 7 0 6 7 1 6 7 2 6 7 3 6 7 4 67 5 67 6 6 5 8 65 9 66 0 6 6 1 6 6 2 6 6 3 66 4 6 6 6 68 5 684 683 680 681 682 677 67 8 6 7 9 670 67 1 67 2 673 674 675 670 66 9 669 668 66 7 666 66 8 66 7 AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EAST E R S U R V E Y , ABSTRACT NO . 4 7 4 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49° 2 6 ' 4 1 " W 116. 5 2 ' S54° 0 9 ' 1 1 " W 291.4 7 ' S51° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69.1 3 ' S33 ° 4 7 ' 0 8 " W 85. 4 3 ' S27 ° 5 3 ' 2 3 " W 243 . 2 5 ' S32 ° 1 1 ' 1 5 " W 93. 0 8 ' N5 2 ° 2 7 ' 1 2 " W 45 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' EX-2 5.74 AC 13.74 CFS EX. CONCRETE FLUME AND HEADWALL ACCEPTING SITE FLOW EX-1 7.42 AC 17.76 CFS EX I S T I N G D R A I N A G E A R E A M A P C-2 ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY # AC CFS DA T E No . RE V I S I O N BY DATE: SHEET 8/14/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 GM i H E A D Q U A R T E R S 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 BENCHMARK: - TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 - TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 - CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 DOC. No. D179550021 LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 6 MEADOW OAKS LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T. LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASPH A L T R O A D W A Y VARI A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 68 1 6 8 5 68 4 68 2 68 5 6 8 2 6 8 3 6 8 4 6 8 5 68 1 680 681 682 679 678 677 678 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 67 2 673 674 669 67 0 6 7 1 672 67 3 67 4 67 5 6 7 6 6 7 7 67 8 67 9 68 0 6 8 1 6 8 2 68 3 68 4 6 8 5 6 6 9 6 7 0 6 7 1 6 7 2 6 7 3 6 7 4 67 5 67 6 6 5 8 65 9 66 0 6 6 1 6 6 2 6 6 3 66 4 6 6 6 68 5 684 683 680 681 682 677 67 8 6 7 9 670 67 1 67 2 673 674 675 670 66 9 669 668 66 7 666 66 8 66 7 SD-INLET-TOP=677.30 FL-HDPE=672.70 (W) SD-INLET-TOP=677.53 FL-HDPE=672.27 (S) SD-INLET-TOP=661.48 FL-RCP=656.28 (E) FL-RCP=564.35 SD-INLET-TOP=653.35 FL-RCP=631.34 (SE) FL-RCP=647.79 FL=RCP=647.72 SD-INLET-TOP=655.21 FL-RCP=651.29 (NW) FL-RCP=647.35 FL-RCP=647.23 SD-INLET-TOP=653.23 FL-RCP=648.73 (SE) AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EAST E R S U R V E Y , ABSTRACT NO . 4 7 4 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49° 2 6 ' 4 1 " W 116. 5 2 ' S54°0 9 ' 1 1 " W 291.4 7 ' S51° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69.1 3 ' S33 ° 4 7 ' 0 8 " W 85. 4 3 ' S27 ° 5 3 ' 2 3 " W 243 . 2 5 ' S32 ° 1 1 ' 1 5 " W 93. 0 8 ' N5 2 ° 2 7 ' 1 2 " W 45 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' FFE = 670.00 FFE = 671.00 FFE = 668.00 FFE = 678.00 PROP. EXPOSED GRADE BEAM PROP. RETAININGWALL PROP. RETAINING WALL PROP. RETAININGWALL PROP. RETAININGWALL PROP. RETAININGWALL PROP. RIDGE 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. A 6.53 AC 54.30 CFS D 4.93 AC 35.99 CFS C 0.86 AC 2.38 CFS B 0.84 AC 2.33 CFS PR O P O S E D D R A I N A G E A R E A M A P C-3 ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY # AC CFS DA T E No . RE V I S I O N BY DATE: SHEET 8/14/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 GM i H E A D Q U A R T E R S 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 BENCHMARK: - TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 - TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 - CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 8" PVC 8 " P V C 8 " P V C 8" PV C 8" PV C 6" W T R 6" W T R 8" WTR 8" WTR 1 2 " W T R 8 " W T R 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. PHASE 1 PHASE 2 MEADOW OAKS DOC. No. D179550021 LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 6 MEADOW OAKS LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T. LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASPH A L T R O A D W A Y VARI A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EAST E R S U R V E Y , ABSTRACT NO . 4 7 4 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49° 2 6 ' 4 1 " W 116. 5 2 ' S54° 0 9 ' 1 1 " W 291.4 7 ' S51° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69.1 3 ' S33 ° 4 7 ' 0 8 " W 85. 4 3 ' S27 ° 5 3 ' 2 3 " W 243 . 2 5 ' S32 ° 1 1 ' 1 5 " W 93. 0 8 ' N5 2 ° 2 7 ' 1 2 " W 45 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' INSTALL: 1 - 3'X3' GRATE INLET FL 24": 673.74 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 671.72 INSTALL: 1 - 45° BEND FL 24": 668.46 INSTALL: 1 - SLOPED CONCRETE HEADWALL W/ 5'X5' RIP RAP FL 24": 668.00 INSTALL: 1 - SLOPED CONCRETE HEADWALL W/ 5'X5' RIP RAP FL 24": 668.00 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 669.74 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 670.72 24 " H D P E @ 1 . 3 5 % 24 " H D P E @ 0 . 6 6 % 24 " H D P E @ 0 . 5 0 % 12" H D P E @ 2 . 5 2 % 24 " H D P E @ 1 . 2 8 % 24" H D P E @ 4 . 8 6 % INSTALL: 1 - 3'X3' GRATE INLET FL 24": 665.78 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 665.27 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 664.75 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 664.28 INSTALL: 1 - 5' CURB INLET FL 24": 664.92 INSTALL:1 - 45° BENDFL 24": 664.19 INSTALL: 1 - 45° WYE FL 24": 663.33 INSTALL:1 - 45° BENDFL 24": 663.97 INSTALL: 1 - SLOPED CONCRETE HEADWALL W/ 5'X5' RIP RAP FL 24": 668.00 24 " H D P E @ 1 . 3 5 % INSTALL: 1 - 3'X3' GRATE INLET FL 24": 663.94 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 662.63 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 661.31 INSTALL: 1 - 5' MANHOLE W/ LID FL 24": 660.13 INSTALL: 1 - 45° BEND FL 24": 660.93 INSTALL: 1 - SLOPED CONCRETE HEADWALL W/ 5'X5' RIP RAP FL 24": 651.00 24 " H D P E @ 0 . 6 1 % INSTALL: 1 - 3'X3' GRATE INLET FL 24": 672.00 INSTALL: 1 - 45° BEND FL 24": 663.98 INSTALL: 1 - 45° BEND FL 24": 663.91 INSTALL: 1 - 45° WYE FL 24": 665.34 INSTALL: 1 - 45° WYE FL 24": 665.73 INSTALL:1 - 45° BENDFL 24": 667.24 INSTALL: 1 - 45° BEND FL 24": 671-95 INSTALL:1 - 45° WYEFL 24": 663.63 INSTALL: 1 - STRIAGHT WING CONCRETE HEADWALL FL 24": 650.02 INSTALL: 1 - STRAIGHT WING CONCRETE HEADWALL FL 24": 652.50 24" RCP @ 7.43% PROPOSED WET POND POND A PON D B ST O R M D R A I N P L A N C-4 LEGEND PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED HEADWALL PROPOSED RIP RAP DA T E No . RE V I S I O N BY DATE: SHEET 9/24/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 GM i H E A D Q U A R T E R S 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 PR E L I M I N A R Y D E T E N T I O N C A L C S C-5 DA T E No . RE V I S I O N BY DATE: SHEET 9/24/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 GM i H E A D Q U A R T E R S 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 POND A - GMI POND POND B - UNDERGROUND POND 8" PVC 8 " P V C 8 " P V C 8" PV C 8" PV C 6" W T R 6" W T R 8" WTR 8" WTR 1 2 " W T R 8 " W T R 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. MEADOW OAKS DOC. No. D179550021 LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASPH A L T R O A D W A Y VARI A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. SSMH-RIM=676.65 FL-PVC=665.20 (E) FL-PVC=665.12 (N) SSMH-RIM=676.67 FL-PVC=664.88 (E) FL-PVC=664.77 (W) SSMH-RIM=665.90 FL-PVC=654.90 (NE) SSMH-RIM=654.19 FL-PVC=645.64 (SE) FL-PVC=645.72 (NE) FL-PVC=645.77 (NW) FL-PVC=645.84 (NW) SSMH-RIM=654.10 FL-PVC=645.79 (SW) FL-PVC=645.75 (SE) SSMH-RIM=655.00 (LOCKED) SSMH-RIM=656.37 FL-PVC=647.52 (SW) FL-PVC=647.42 (NE) SSMH-RIM=653.88 FL-PVC=646.81 (SE) FL-PVC=646.84 (NW) FL-PVC=647.44 (NE) SSMH-RIM=654.28 FL-PVC=648.80 (SW) FL-PVC=647.24 (NE) SSMH-RIM=656.13 FL-PVC=647.84 (NW) FL-PVC=647.77 (SE) SSMH-RIM=672.27 (LOCKED) TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EAST E R S U R V E Y , ABSTRACT NO . 4 7 4 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49° 2 6 ' 4 1 " W 116. 5 2 ' S54° 0 9 ' 1 1 " W 291.4 7 ' S51° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69.1 3 ' S33 ° 4 7 ' 0 8 " W 85. 4 3 ' S27 ° 5 3 ' 2 3 " W 243 . 2 5 ' N5 2 ° 2 7 ' 1 2 " W 45 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' PHASE 1 PHASE 2 INSTALL:1 - 45° BEND CONNECT TO EX. WATER STUBINSTALL: 1 - 8" GATE VALVE INSTALL:1 - 45° BEND INSTALL:1 - 45° BEND INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE 1 - 6" GATE VALVE25 LF OF 6" FIRE LINE INSTALL: 1 - 45° BEND INSTALL:1 - 45° BEND INSTALL:1 - 45° BEND INSTALL: 1 - 2" CORP. STOP.14 LF OF 2" IRR. LINE 1 - 2" IRR. METER PER CITYSTANDARD DETAILS INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE 1 - 6" GATE VALVE31 LF OF 6" FIRE LINE 1 - 6" PLUG INSTALL:1 - 2" CORP. STOP 74 LF OF 2" DOM. LINE1 - 2" DOM. METER PER CITYSTANDARD DETAILS 1 - 2" PLUG. INSTALL:1 - 8"X6" TEE 14 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS INSTALL:1 - 2" CORP. STOP 46 LF OF 2" DOM. LINE1 - 2" DOM. METER PER CITY STANDARD DETAILS INSTALL:1 - 2" CORP. STOP 46 LF OF 2" IRR. LINE1 - 2" IRR. METER PER CITY STANDARD DETAILS INSTALL:1 - 8"X6" TEE 1 - 8" GATE VALVE1 - 6" GATE VALVE 52 LF OF 6" FIRE LINE1 - 6" PLUG INSTALL:1 - 8"X6" TEE 1 - 6" GATE VALVE16 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS PROP. FHYD. INSTALL:1 - 45° BEND PROP. FHYD. CONNECT TO EX. 8" WATER STUBINSTALL: 1 - 8" GATE VALVE INSTALL:1 - 90° BEND INSTALL:1 - 22.5° BEND INSTALL:8" WATER PIPE BEND INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE 1 - 6" GATE VALVE5 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILSINSTALL:1 - 8"X6" TEE 1 - 8" GATE VALVE1 - 6" GATE VALVE 32 LF OF 6" FIRE LINE1 - 6" PLUG INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE 1 - 6" GATE VALVE97 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS INSTALL:1 - 8"X6" TEE 1 - 8" GATE VALVE1 - 6" GATE VALVE19 LF OF 6" FIRE LINE 1 - 6" PLUG INSTALL:1 - 2" CORP. STOP 19 LF OF 2" DOM. LINE1 - 2" DOM. METER PER CITY STANDARD DETAILS INSTALL:1 - 8"X8" TEE 2 - 8" GATE VALVES INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE 1 - 6" GATE VALVE41 LF OF 6" FIRE LINE1 - 45° BEND 1 - FHYD. ASSEMBLY PER CITYSTANDARD DETAILS INSTALL:1 - 45° BEND CONNECT TO EX. 8"WATER STUB INSTALL:1 - 45° BEND1 - 8" GATE VALVE INSTALL: 1 - 2" CORP. STOP32 LF OF 2" DOM. LINE 1 - 2" DOM. METER INSTALL:1 - 6"X6" TEE 2 - 6 "GATE VALVE42 LF OF 6" FIRE LINE 1 - FHYD. ASSEMBLY PER CITYSTANDARD DETAILS INSTALL:1 - 6"X6" TEE2 - 6 "GATE VALVE 42 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS PROP. FHYD. INSTALL:1 - 45° BEND PROP. FHYD. PROP. FHYD. 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 6" P V C 8" P V C 8" P V C 8" PVC 8" P V C 8" P V C 8" PVC 6" PVC 6 " P V C 6" P V C INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 662.87 FL 8": 662.77 INSTALL: 1 - 4' MANHOLE W/ LID FL 8": INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 659.84 FL 8": 659.74 INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 658.44 FL 8": 658.34 INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 653.18 FL 8": 653.06 CONNECT TO EX. SSWR MANHOLE FL 8": ±645.90 INSTALL: 1 - 45° BEND FL 8": 669.92 INSTALL: 1 - 45° BEND FL 8": 669.09CONNECT TO EX. 8" SSWR STUB FL 8": ±665.17 END PROP. 8" SSWR SERVICE SEE MEP FOR CONTINUATION FL 8": 672.00 8" SSWR @ 2.93 % 8" SSWR @ 2.86% 8" S S W R @ 2 . 9 1 % 8" S S W R @ 2 . 8 8 % 8" SSW R @ 2 . 9 2 % 8" SS W R @ 2 . 9 2 % INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 648.10 FL 8": 647.98 UT I L I T Y P L A N C-6 LEGEND EXISTING FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER LINE AND GATE VALVE EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER LINE S DA T E No . RE V I S I O N BY DATE: SHEET 7/27/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 GM i H E A D Q U A R T E R S 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 BENCHMARK: - TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 - TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 - CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASP H A L T R O A D W A Y VAR I A B L E W I D T H R . O . W . 6255 6254 6256 6257 6258 6259 6283 6264 6270 6271 6273 6272 69606959 6958 6957 6956 6951 9072 9074 9073 9071 6274 6276 6277 6274 6275 6279 6280 6281 6282 6269 6266 6261 6265 6260 6264 6263 6267 6262 6284 6285 6286 6287 6288 6291 6290 6289 6292 6293 6294 9100 9103 9098 9101 9099 91029109 91079108 9111 9238 6813 9239 9240 9241 9242 9237 9236 6295 62996297 6296 6401 6300 6298 6402 6403 9124 9123 9105 9106 9122 9121 9118644 6405 6406 6407 6408 6826 9006 9064 9066 9067 9068 9070 9125 9163 9162 9164 9161 9177 9243 9244 9246 9256 92609261 9263 9264 9112 9095 9096 9092 9093 9094 9183 9184 9182 9186 9185 9091 9090 9128 9129 9152 9136 9135 9137 9134 9133 9131 9130 9139 9140 9142 9141 91479226 9225 9143 9144 9189 9138 9197 9196 91999200 9195 9201 9194 92089206 6814 6815 9204 9205 9209 9210 9213 92119203 9190 9191 9212 9148 9145 9149 9188 9150 9151 6816 6820 6818 6819 6817 9215 92149216 9218 9217 9222 9219 9220 9221 9223 9224 9175 9174 91679168 9165 9166 9181 917191729173 9176 9178 9179 9180 9160 9159 9158 9157 9156 91559154 90899088 9097 9087 9086 9085 90849083 9082 9081 9080 9079 9115 9104 9114 9117 9120 9119 90589113 9116 9057 9054 9053 9049 9048 9046 9047 9045 68216822 6823 6824 9036 9035 68259037 9038 90399009 9034 9033 9044 9043 9042 9050 9051 9052 9056 90209055 9027 90269025 9024 699369946992 6990 69876988 6989 6986 6991 6982 6981 6979 6980 6984 6985 6828 6827 90059004 9003 9002 9001 6978 6977 6975 6976 6968 6971 6974 6983 6966 6967 69646963 6926 6973 6962 6961 6912 69176916 69136914 69156911 6910 6909 6908 69076906 6905 69036902 6904 6833 6830 6831 6832 6848 6849 6850 68516852 6853 6855 6834 6856 6918 6919 6920 6854 9075 9076 9077 9078 9069 6943 6942 69446950 6949 6948 6945 6947 6946 6941 6940 6939 6938 6935 6934 6933 6932 6931 6879 6879 6880 6881 6882 68836884 6886 68876885 68926893 6930 6894 6896 6891 6888 6890 68896898 6897 6900 6899 6895 6847684668456844 6870 6871 6843 6869 6874 68726873 6876 6875 6877 6867 6868 6862 6842 6840 68396838 68376861 6859 6860 6863 6864 6866 6865 6901 6929 6858 6857 6836 6835 9007 9008 9013 6999 700069976998 6995 6996 901490129011 9010 9040 9032 9029 9030 9041 9031 9015 9016 9017 90189019 9021 90239022 9110 9127 9255 9235 9266 9265 9249 9248 9247 92519250 9252 9253 9254 9262 9257 9258 9259 92349233923092319232 9245 6829 69696970 6952 6953 6955 6954 6937 6936 9065 69286927 9063 6921 69226923 6924 6925 90619062 90609059 6811 9169 9153 9132 9028 9193 9192 9207 1441 1440 1440 68 1 6 8 5 68 4 68 2 6 8 5 6 8 2 6 8 3 6 8 4 6 8 5 68 1 680 681 682 679 678 677 67 8 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 67 2 67 3 674 669 67 0 6 7 1 67 2 67 3 67 4 67 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 0 6 8 1 6 8 2 68 3 68 4 6 8 5 6 6 9 6 7 0 6 7 1 6 7 2 6 7 3 6 7 4 6 7 5 6 7 6 6 5 8 6 5 9 6 6 0 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 68 5 684 683 68 0 68 1 68 2 67 7 67 8 6 7 9 670 67 1 67 2 673 674 675 67 0 66 9 669 668 66 7 666 66 8 66 7 AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49 ° 2 6 ' 4 1 " W 116 . 5 2 ' S54 ° 0 9 ' 1 1 " W 291 . 4 7 ' S51 ° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69. 1 3 ' S3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' S2 7 ° 5 3 ' 2 3 " W 24 3 . 2 5 ' S3 2 ° 1 1 ' 1 5 " W 93 . 0 8 ' N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. FFE = 670.00 FFE = 671.00 FFE = 668.00 FFE = 678.00 67 8 . 3 0 68 0 . 0 1 67 8 . 7 8 68 1 . 0 3 67 9 . 5 0 68 3 . 7 6 68 2 . 2 0 685 . 3 6 ± ME ?? ? ± ME 68 0 . 9 4 681 . 5 4 67 5 . 1 8 67 5 . 0 0 67 5 . 3 0 67 5 . 2 4 67 4 . 8 2 67 6 . 0 1 676 . 8 5 67 7 . 1 3 677 . 7 3 67 7 . 7 3 67 6 . 8 9 67 6 . 7 3 67 6 . 3 6 67 6 . 1 2 67 6 . 4 3 67 6 . 7 7 676 . 4 1 67 6 . 5 3 67 6 . 1 6 67 5 . 8 1 67 6 . 0 5 67 5 . 5 7 676 . 5 3 67 7 . 2 7 67 6 . 5 1 67 6 . 7 7 67 7 . 8 5 67 7 . 6 0 67 7 . 8 4 67 8 . 3 7 67 8 . 2 9 67 7 . 5 5 67 7 . 8 6 67 8 . 1 1 67 4 . 2 2 67 3 . 7 0 67 0 . 9 6 67 1 . 1 6 66 9 . 9 6 67 0 . 6 7 66 9 . 2 8 670 . 2 4 66 9 . 7 6 66 9 . 2 5 66 9 . 0 1 66 9 . 2 8 66 8 . 7 7 66 9 . 0 1 66 8 . 8 3 66 8 . 5 9 66 8 . 6 8 66 8 . 5 0 66 8 . 8 0 66 9 . 2 4 66 9 . 4 5 66 9 . 2 1 66 7 . 0 6 66 6 . 8 2 66 6 . 7 3 66 6 . 4 3 66 8 . 4 1 66 7 . 1 7 66 8 . 4 5 66 8 . 5 0 66 7 . 3 9 66 8 . 5 2 66 7 . 3 9 66 8 . 1 9 66 7 . 9 5 66 7 . 6 5 66 7 . 8 9 66 6 . 7 9 66 7 . 0 9 66 7 . 2 7 66 1 . 9 0 662 . 5 6 66 1 . 8 9 661 . 7 8 66 2 . 4 0 66 2 . 5 8 66 6 . 9 7 65 9 . 6 8 65 9 . 9 2 65 9 . 6 2 65 9 . 3 8 65 3 . 5 8 ± ME 65 3 . 3 4 ± ME 653 . 1 1 ± M E 65 3 . 7 5 ± ME 658 . 7 0 65 9 . 0 0 65 8 . 4 1 65 8 . 7 0 65 9 . 7 1 66 0 . 1 8 65 9 . 9 0 66 4 . 0 8 66 4 . 0 7 66 5 . 4 4 66 9 . 3 8 66 9 . 3 4 66 9 . 4 2 66 9 . 4 2 66 9 . 4 2 66 9 . 4 2 66 9 . 2 4 66 9 . 2 4 66 9 . 4 1 66 9 . 4 2 66 8 . 7 8 66 8 . 6 9 66 8 . 6 9 66 8 . 7 8 667 . 8 7 66 7 . 9 4 667 . 9 4 677 . 5 5 67 7 . 5 5 67 7 . 7 4 67 7 . 7 4 67 7 . 2 7 67 7 . 4 5 677 . 2 7 677 . 4 5 PROP. RIDGE 675 . 3 9 675 . 3 4 67 5 . 5 2 67 5 . 7 6 67 6 . 0 0 67 5 . 7 6 67 5 . 8 1 67 7 . 0 7 67 7 . 2 5 67 7 . 2 5 67 7 . 0 7 67 7 . 2 6 67 7 . 0 8 67 7 . 2 6 67 7 . 0 8 67 8 . 0 0 67 8 . 0 0 67 8 . 0 0 67 8 . 0 0 67 1 . 0 0 671 . 0 0 670 . 0 0 67 0 . 0 0 67 0 . 0 0 67 0 . 0 0 67 1 . 0 0 67 1 . 0 0 66 8 . 0 0 66 8 . 0 0 668 . 0 0 66 8 . 0 0 66 8 . 0 0 66 7 . 1 2 66 8 . 0 0 66 4 . 8 9 672 . 5 4 667 . 9 2 668 . 1 0 DA T E No . RE V I S I O N BY DATE: SHEET 8/17/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 GM i H E A D Q U A R T E R S 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 BENCHMARK: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 -CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 TP-1 TR E E P R E S E R V A T I O N PL A N ( 1 O F 3 ) N.T.S. VICINITY MAP FM 1709 - SOUTHLAKE BLVD S. K I M B A L L A V E . NO L E N D R I V E SI L I C O N D R . KIMBALL HILL CTEA S T W O O D D R . MA N C H E S T E R C T N.T.S. ENGINEER CLAYMOORE ENGINEERING 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM ARCHITECT O'BRIEN 5310 HARVEST HILL RD. STE. 136 DALLAS, TX 75230 972.788.1010 CONTACT: SEAN O'BRIEN OWNER ZADA M WHITE ESTATE TRUCST 425 RIDGE DR. GRAPEVING, TX 76051 ANDREW JAMES N.T.S. LEGEND TREES TO BE PRESERVED TREES TO BE REMOVED TREE PRESERVATION SUMMARY GROSS SITE AREA 573,412 SF EXISTING CANOPY TREE TOTAL AREA 244,826 SF EXISTING TREE CANOPY TO BE REMOVED EXISTING TREE CANOPY TO REMAIN **NOTE:TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH ARIAL IMAGERY TREE REPLACEMENT & PROTECTION PROCEDURES FOR THE CITY OF SOUTHLAKE -SEE SEC. 9.5.379 - TREE REPLACEMENT AND TREE PROTECTION STANDARDS IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. 182,104 SF 62,722 SF SEE TREE SURVEY FOR SIZE AND SPECIES 74.4% 25.6% 42.7% MARGINAL TREES LIMITS OF PROPOSED GRADING SITE CR O O K E D L N LOT 1 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. DOC. No. D179550021 LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 6 MEADOW OAKS LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T. LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASPH A L T R O A D W A Y VARI A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 6255 6254 6256 62576258 6259 6283 6264 6270 6271 6273 6272 696069596958 6957 6956 6951 9072 9074 9073 9071 6274 62766277 6274 6275 6279 628062816282 6269 626662616265 6260 6264 6263 6267 6262 6284 62856286 6287 6288 62916290 6289 62926293 6294 9100 9103 9098 9101909991029109 91079108 9111 9238 6813 9239924092419242 92379236 6295 629962976296 6401 6300 6298 6402 6403 9124 9123 91059106 9122 9121 9118644 6405 6406 6407 6408 6826 9006 9064 9066 9067 9068 9070 9125 91639162 9164 9161 917792439244 9246 9256 92609261 9263 9264 9112 9095 9096 909290939094 91839184 9182 91869185 90919090 9128 9129 91529136 9135 9137 91349133 91319130 91399140 9142 9141 91479226 9225 9143 9144 9189 9138 9197 9196 9199920091959201 9194 92089206 68146815 92049205 920992109213 92119203 9190 91919212 9148 9145 9149 9188 9150 9151 6816 6820 6818 6819 68179215 921492169218 9217 9222 9219 9220 9221 9223 9224 91759174 91679168 91659166 9181917191729173 91769178 91799180 91609159 9158 91579156 91559154 90899088 9097 9087 90869085 90849083 9082 9081 9080 9079 9115 9104 9114 9117 91209119 90589113 91169057 9054 9053 9049 9048 90469047 9045 682168226823 6824 9036 9035 68259037 903890399009 9034 9033 904490439042 905090519052 9056 90209055 9027 90269025 9024 699369946992 6990 69876988 6989 6986 6991 69826981 69796980 6984 6985 6828 6827 900590049003 9002 9001 69786977 69756976 6968 69716974 698369666967 696469636926 6973 6962 6961 6912 69176916 69136914691569116910 6909 6908 69076906 6905 69036902 6904 6833 6830 68316832 68486849685068516852 68536855 6834 6856 69186919 6920 6854 9075 907690779078 9069 69436942 69446950 69496948 6945 6947 6946 6941 6940 6939 6938 6935 6934 69336932 6931 6879 68796880 6881 6882 68836884 688668876885 689268936930 68946896 6891 6888 6890 68896898 6897 69006899 6895 6847684668456844 687068716843 6869 6874 68726873 6876 68756877 6867 6868 6862 68426840 68396838 68376861 6859 6860 6863 686468666865 6901 6929 6858 6857 6836 6835 9007 900890136999 700069976998 6995 6996 901490129011 9010 9040 9032 90299030 9041 9031 9015 9016 9017 901890199021 90239022 9110 9127 9255 923592669265 9249 9248 9247 92519250925292539254 9262 92579258 9259 92349233923092319232 9245 6829 69696970 6952 6953 69556954 6937 6936 9065 69286927 9063 692169226923 69246925 90619062 90609059 6811 9169 9153 9132 9028 91939192 9207 1441 1440 1440 AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EAST E R S U R V E Y , ABSTRACT NO . 4 7 4 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49° 2 6 ' 4 1 " W 116. 5 2 ' S54° 0 9 ' 1 1 " W 291.4 7 ' S51° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69.1 3 ' S33 ° 4 7 ' 0 8 " W 85. 4 3 ' S27 ° 5 3 ' 2 3 " W 243 . 2 5 ' S32 ° 1 1 ' 1 5 " W 93. 0 8 ' N5 2 ° 2 7 ' 1 2 " W 45 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' DA T E No . RE V I S I O N BY DATE: SHEET 9/24/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 GM i H E A D Q U A R T E R S 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 TR E E P R E S E R V A T I O N PL A N ( 2 O F 3 ) TP-2 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET 9/24/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-076 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH 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 TEXAS FIRM #14199 GM i H E A D Q U A R T E R S 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 TR E E P R E S E R V A T I O N PL A N ( 3 O F 3 ) TP-3