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Item 7 - PlansBUILDING 3 BUILDING 1BUILDING 2 B U I L D I N G 4 BUILDING 10 B U I L D I N G 7 B U I L D I N G 5 BUILDING 9 B U I L D I N G 8 B U I L D I N G 6 CONNECT TOEX SSMH I N S T A L L : S S M H INSTALL:SS SERVICEINSTALL:WTR SERVICE INSTALL:FIRE HYDRANT8" WATER LINE INSTALL:8" GATE VALVEINSTALL:8" GATE VALVE 3 0 0 ' F H R A D I U S ( T Y P ) INSTALL:10' CURB INLETTOP = 636.45FL = 631.95INSTALL:5' WYE INLETTOP = 635.80FL = 631.80 INSTALL:10' CURB INLETTOP = 635.80FL = 631.30REMOVE:HEADWALLCONNECT TO EX PIPE E X F H E X F H 15' WATEREASEMENT15' DRAINAGEEASEMENT 15' STORM DRAINEASEMENT I N S T A L L : F D C 3 0 0 ' F H R A D I U S ( T Y P ) 300' FHRADIUS (TYP)INSTALL:WTR SERVICE &6" FIRE LINE INSTALL:WTR SERVICE & 6" FIRE LINE I N S T A L L : W T R S E R V I C E & 6 " F I R E L I N E I N S T A L L : W T R S E R V I C E & 6 " F I R E L I N E I N S T A L L : W T R S E R V I C E & 6 " F I R E L I N E I N S T A L L : W T R S E R V I C E & 6 " F I R E L I N E INSTALL:WTR SERVICE &6" FIRE LINEINSTALL:WTR SERVICE I N S T A L L : W T R S E R V I C E INSTALL:SS SERVICE I N S T A L L : S S S E R V I C E I N S T A L L : S S S E R V I C E INSTALL:SS SERVICE INSTALL:SS SERVICEINSTALL:SS SERVICE I N S T A L L : S S S E R V I C E I N S T A L L : S S S E R V I C E I N S T A L L : S S S E R V I C E INSTALL:SSMHINSTALL:SSMHINSTALL:SSMH INSTALL:SSMH INSTA L L : FDCINSTALL:FDCINSTALL:FDC I N S T A L L : F D C I N S T A L L : F I R E H Y D R A N T I N S T A L L : F I R E H Y D R A N T I N S T A L L : F I R E H Y D R A N T I N S T A L L : F I R E H Y D R A N T INSTALL:FIRE HYDRANTINSTALL:8" GATEVALVE INSTALL : 8" GAT E V A L V E I N S T A L L : 8 " G A T E V A L V E I N S T A L L : 8 " G A T E V A L V E I N S T A L L : 8 " G A T E V A L V E I N S T A L L : 8 " G A T E V A L V E I N S T A L L : 2 - 8 " G A T E V A L V E S 8" WATER LINE8" SEWER LINE 8" SEWER LINE8" WATER LINE 8" SEWER LIN E 8 " W A T E R L I N E 8 " W A T E R L I N E 1 5 ' W A T E R E A S E M E N T 15' SEWEREASEMENT15' WATEREASEMENT 1 5 ' W A T E R E A S E M E N T 15' SEWEREASEMENT INSTALL:4' GRATE INLETTOP = 636.90FL = 632.90 I N S T A L L : 4 ' G R A T E I N L E T T O P = 6 4 0 . 5 0 F L = 6 3 6 . 5 0 I N S T A L L : 4 ' G R A T E I N L E T T O P = 6 4 0 . 5 0 F L = 6 3 6 . 5 0 1 5 ' D R A I N A G E E A S E M E N T 15' DRAINAGEEASEMENT 15' DRAINAGEEASEMENT R E M O V E E X C U R B I N L E T U T I L ( I N F E E T ) 1 I N C H = F T 0 4 0 2 0 4 0 8 0 PRELIMINARY UTILITY PLAN SOUTHLAKE COMMONS SOUTHLAKE, TEXAS N O T E S : 1 . A L L S E W E R L I N E S H A L L B E S D R - 3 5 P V C . 2 . A L L W A T E R P I P E S H A L L B E S D R - 1 8 C - 9 0 0 . 3 . A L L C O N S T R U C T I O N S H A L L B E I N C O N F O R M A N C E W I T H T H E C I T Y O F S O U T H L A K E S T A N D A R D S F O R P U B L I C W O R K S C O N S T R U C T I O N . 4 . A L L S E W E R S E R V I C E S A R E P R I V A T E . 5 . A L L W A T E R S E R V I C E S A R E P R I V A T E F R O M T H E B U I L D I N G T O T H E M E T E R A N D P U B L I C F R O M T H E M E T E R T O T H E W A T E R M A I N . 6 . A L L W A T E R L I N E S H A L L H A V E A M I N I M U M 2 ' V E R T I C A L C L E A R A N C E F R O M D R A I N A G E S T R U C T U R E S A N D S E W E R S E R V I C E S . 7 . T H E L O C A T I O N O F E X I S T I N G W A T E R A N D S A N I T A R Y S E W E R U T I L I T I E S A R E A P P R O X I M A T E . F I N A L E N G I N E E R I N G R E V I E W A N D C O O R D I N A T I O N M A Y R E S U L T I N S O M E M I N O R A D J U S T M E N T S T O T H I S P L A N . 8 . A L L W A T E R L I N E S H A L L B E I N S T A L L E D W I T H A M I N I M U M C O V E R O F 4 2 " U N L E S S O T H E R W I S E N O T E D O R E X P L I C I T L Y A P P R O V E D B Y T H E C I T Y E N G I N E E R . 9 . F I R E H Y D R A N T S S H A L L B E P L A C E D W I T H S T E A M E R N O Z Z L E A T L E A S T 3 ' B E H I N D B A C K O F C U R B . 1 0 . 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 . 1 1 . I N S T A L L B A C K F L O W P R O T E C T I O N ( D O U B L E C H E C K V A L V E ) F O R S P R I N K L E R S Y S T E M O N R I S E R . L E G E N D P R O P . W A T E R L I N E P R O P . S E W E R L I N E P R O P . W A T E R P L U G E X I S T . W A T E R M A I N P R O P . F I R E H Y D R A N T P R O P . C U L V E R T E X I S T . S E W E R M A I N C I V I L E N G I N E E R I N G TBPE No. F-003116 DEOTTE, INC.D O I N o . 2 0 1 6 1 0 4 0 0 420 Johnson Road, Suite 303 Keller, Texas 76248 817-337-8899 (Office) 817-337-5133 (Fax) PREPARED FOR:GLORIA LECHLER TRUST, ET. AL. 4116 H.C. MEACHAM BOULEVARD FORT WORTH, TEXAS 76135 PHONE: (817) 707-6855 B E N C H M A R K S : C I T Y B E N C H M A R K M O N U M E N T 3 6 W G S 8 4 P O S I T I O N L A T I T U D E : 3 2 5 6 2 8 . 7 2 5 2 5 L O N G I T U D E : 9 7 0 8 5 8 . 4 7 6 2 3 E L E V A T I O N : 5 8 4 . 9 2 DOI No. 201610400 - IMPROVEMENTS FOR SOUTHLAKE COMMONS - WATER, SEWER, STORM DRAIN AND PAVING - SOUTHLAKE, TEXAS S I T E N WHITE CHAPEL S O U T H L A K E B L V D SHADY OAKS PINE L I L A C L O N D O N B E R R Y W C H A P E L D O W N S C I T Y C A S E N O . Z A 1 8 - 0 0 0 4 4 / 1 7 / 2 0 1 8 P R O P . S E W E R M A N H O L E FFE = 640. 6 0 BUILDING 3 FFE = 639.30BUILDING 1FFE = 638.65BUILDING 2 F F E = 6 4 1 . 0 0 B U I L D I N G 4 FFE = 638.30BUILDING 10 F F E = 6 4 5 . 7 5 B U I L D I N G 7 F F E = 6 4 4 . 1 0 B U I L D I N G 5 FFE = 639.90BUILDING 9 F F E = 6 4 1 . 3 0 B U I L D I N G 8 F F E = 6 5 0 . 1 5 B U I L D I N G 6 O S - 2 0 . 5 9 4 . 9 O S - 3 0 . 3 7 3 . 1 O S - 4 0 . 5 6 4 . 7 O S - 5 0 . 9 2 7 . 7 O S - 1 0 . 0 9 0 . 3 A - 5 0 . 1 6 0 . 5 640 645 638 639 641 641 6 4 1 6 4 2 6 4 3 644 6 4 4 6 4 4 646 640637638639 64 1 6 4 1 6 4 2 6 4 2 6 4 2 642 6 4 3 643 645 650 6 4 1 641 642 643 644 646 647 648 649 651 6 5 0 6 5 5 6 5 1 6 5 2 6 5 3 6 5 4 6 5 6 6 4 0 637638639 6 4 1 637640B-10.746.2 B-21.7014.1 A-11.4311.9 A - 7 0 . 4 0 3 . 3 A - 4 1 . 0 0 8 . 3 A - 3 0 . 9 3 7 . 7 A - 6 0 . 2 1 1 . 7 A-20.947.8 643 644 646647648649 651652 640637638639641 6 4 2 6 4 3 640636637638639 641 655 653654 656657658 ( I N F E E T ) 1 I N C H = F T 0 4 0 2 0 4 0 8 0 PRELIMINARY GRADING & DRAINAGE PLAN SOUTHLAKE COMMONS SOUTHLAKE, TEXAS C I V I L E N G I N E E R I N G TBPE No. F-003116 DEOTTE, INC.D O I N o . 2 0 1 6 1 0 4 0 0 420 Johnson Road, Suite 303 Keller, Texas 76248 817-337-8899 (Office) 817-337-5133 (Fax) PREPARED FOR:GLORIA LECHLER TRUST, ET. AL. 4116 H.C. MEACHAM BOULEVARD FORT WORTH, TEXAS 76135 PHONE: (817) 707-6855 B E N C H M A R K S : C I T Y B E N C H M A R K M O N U M E N T 3 6 W G S 8 4 P O S I T I O N L A T I T U D E : 3 2 5 6 2 8 . 7 2 5 2 5 L O N G I T U D E : 9 7 0 8 5 8 . 4 7 6 2 3 E L E V A T I O N : 5 8 4 . 9 2 DOI No. 201610400 - IMPROVEMENTS FOR SOUTHLAKE COMMONS - WATER, SEWER, STORM DRAIN AND PAVING - SOUTHLAKE, TEXAS S I T E N WHITE CHAPEL S O U T H L A K E B L V D SHADY OAKS PINE L I L A C L O N D O N B E R R Y W C H A P E L D O W N S C I T Y C A S E N O . Z A 1 8 - 0 0 0 4 4 / 1 7 / 2 0 1 8 C - 2 0 . 5 2 0 . 2 D R A I N A G E A R E A L A B E L Q 1 0 0 ( C F S ) A R E A ( A C ) D R A I N A G E A R E A D I V I D E E X I S T I N G M A J O R C O N T O U R E X I S T I N G M I N O R C O N T O U R P R O P O S E D M A J O R C O N T O U R P R O P O S E D M I N O R C O N T O U R 6 0 0 6 0 1 F L O W D I R E C T I O N E X I S T I N G D R A I N A G E A R E A E X I S T I N G F L O W P A T H G R A D I N G L E G E N D F F = F I N I S H E D F L O O R T P = T O P O F P A V E M E N T T I = T O P O F I N L E T G T = G U T T E R G = F I N I S H E D G R A D E T W = T O P O F W A L L B W = B O T T O M O F W A L L F L = F L O W L I N E F L O W D I R E C T I O N G R A D D E S I G N P O I N T I N L E T D E S I G N A T I O N 1 N O T E : T H I S P R O J E C T S I T E W A S P R E V I O U S L Y E V A L U A T E D I N A D R A I N A G E S T U D Y P R E P A R E D B Y A Q U A T E R R A E N G I N E E R I N G C O N S U L T A N T S J A N U A R Y 2 5 , 2 0 0 8 . T H I S S T U D Y A C C O U N T E D F O R U N D E T A I N E D D E V E L O P E D F L O W , A N D W A S A C C E P T E D B Y T H E C I T Y O F S O U T H L A K E . D E O T T E , I N C . E V A L U A T E D T H E S T U D Y A N D C O N C U R S W I T H I T S F I N D I N G S I N A L E T T E R D A T E D M A R C H 1 , 2 0 1 6 . A C O P Y O F T H I S L E T T E R A C C O M P A N I E S T H E S E P L A N S . EX-62.707.5 EX-12.236.2 E X - 4 0 . 6 3 1 . 8 E X - 5 1 . 2 4 3 . 5 O S - 2 0 . 5 9 4 . 9 O S - 3 0 . 3 7 3 . 1 O S - 4 0 . 5 6 4 . 7 E X - 7 0 . 2 8 2 . 3 O S - 5 0 . 9 2 7 . 7 O S - 1 0 . 0 9 0 . 3 E X - 2 0 . 1 2 1 . 1 E X - 3 0 . 0 8 0 . 7 1 2 4 5 3 6 E X - 8 0 . 2 3 0 . 7 E X D A M ( I N F E E T ) 1 I N C H = F T 0 4 0 2 0 4 0 8 0 EXISTING DRAINAGE AREA MAP SOUTHLAKE COMMONS SOUTHLAKE, TEXAS C I V I L E N G I N E E R I N G TBPE No. F-003116 DEOTTE, INC.D O I N o . 2 0 1 6 1 0 4 0 0 420 Johnson Road, Suite 303 Keller, Texas 76248 817-337-8899 (Office) 817-337-5133 (Fax) PREPARED FOR:GLORIA LECHLER TRUST, ET. AL. 4116 H.C. MEACHAM BOULEVARD FORT WORTH, TEXAS 76135 PHONE: (817) 707-6855 B E N C H M A R K S : C I T Y B E N C H M A R K M O N U M E N T 3 6 W G S 8 4 P O S I T I O N L A T I T U D E : 3 2 5 6 2 8 . 7 2 5 2 5 L O N G I T U D E : 9 7 0 8 5 8 . 4 7 6 2 3 E L E V A T I O N : 5 8 4 . 9 2 DOI No. 201610400 - IMPROVEMENTS FOR SOUTHLAKE COMMONS - WATER, SEWER, STORM DRAIN AND PAVING - SOUTHLAKE, TEXAS S I T E N WHITE CHAPEL S O U T H L A K E B L V D SHADY OAKS PINE L I L A C L O N D O N B E R R Y W C H A P E L D O W N S C I T Y C A S E N O . Z A 1 8 - 0 0 0 4 4 / 1 7 / 2 0 1 8 N O T E S : 1 . P E R P L A N S F O R F I R S T F I N A N C I A L B A N K B Y B O Y D S T O N D E S I G N S , I N C . D A T E D J U N E 2 0 1 0 : A . D R A I N A G E A R E A E X - 2 I S D E S I G N E D T O E N T E R E X I S T I N G C U R B I N L E T 1 . T H I S P I P E I S D E S I G N E D T O C A R R Y F U L L Y D E V E L O P E D F L O W F O R D R A I N A G E A R E A E X - 4 B Y E X T E N D I N G T H E S T O R M D R A I N L I N E F R O M T H E I N L E T . B . D R A I N A G E A R E A S E X - 3 A N D O S - 2 A R E D E S I G N E D T O E N T E R E X I S T I N G C U R B I N L E T 2 . T H I S P I P E I S D E S I G N E D T O C A R R Y F U L L Y D E V E L O P E D F L O W F O R D R A I N A G E A R E A E X - 5 B Y E X T E N D I N G T H E S T O R M D R A I N L I N E F R O M T H E I N L E T . C . D R A I N A G E A R E A S E X - 7 A N D O S - 3 A R E D E S I G N E D T O E N T E R E X I S T I N G A R E A I N L E T 4 . D . D R A I N A G E A R E A S E X - 8 A N D O S - 1 A R E D E S I G N E D T O E N T E R E X I S T I N G A R E A I N L E T 3 . 2 . P E R P L A N S F O R M E D I C A L V I L L A S A T T A Y L O R C R E E K B Y H A M I L T O N D U F F Y , P C C O N S U L T I N G D A T E D F E B R U A R Y 2 0 1 0 : A . D R A I N A G E A R E A S E X - 6 A N D O S - 5 A R E D E S I G N E D T O E N T E R T H E E X I S T I N G D R A I N A G E S Y S T E M A T H E A D W A L L 6 . C - 2 0 . 5 2 0 . 2 D R A I N A G E A R E A L A B E L Q 1 0 0 ( C F S ) A R E A ( A C ) D R A I N A G E A R E A D I V I D E E X I S T I N G M A J O R C O N T O U R E X I S T I N G M I N O R C O N T O U R P R O P O S E D M A J O R C O N T O U R P R O P O S E D M I N O R C O N T O U R 6 0 0 6 0 1 F L O W D I R E C T I O N D E S I G N P O I N T E X I S T I N G D R A I N A G E A R E A E X I S T I N G F L O W P A T H G R A D I N G L E G E N D F F = F I N I S H E D F L O O R T P = T O P O F P A V E M E N T T I = T O P O F I N L E T G T = G U T T E R G = F I N I S H E D G R A D E T W = T O P O F W A L L B W = B O T T O M O F W A L L F L = F L O W L I N E F L O W D I R E C T I O N I N L E T D E S I G N A T I O N 1