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Item 7 - Plans50' BUILDING LINE 2 0 ' B U I L D I N G L I N E 5 ' L A N D S C A P E B U F F E R T Y P E ' A ' 5 ' L A N D S C A P E B U F F E R T Y P E ' A ' 2 0 ' B U I L D I N G L I N E 20' LANDSCAPEBUFFERYARD TYPE 'M'10' R.O.W. TAKEVARIABLE WIDTH COMMON ACCESS ESMTDOC. NO. D213159371D.R.T.C.T.15' D.E.DOC. NO. D213159371D.R.T.C.T. 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 4 ' C O M M O N A C C E S S E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) EAST SOUTHLAKE BOULEVARD(VARIABLE WIDTH R.O.W.)N 88°38'12" E 146.17'(CALLED 161.06') ( C A L L E D 8 7 9 . 6 6 ) (CALLED 147.88') N 88°38'12" E 160.84' S 0 0 ° 1 4 ' 4 7 " W 8 4 9 . 3 9 ' S 87°31'46" W 147.72' N 0 1 ° 1 4 ' 4 5 " W 7 1 7 . 8 1 ' N 02°34'41" E134.42' V O L U M E = 1 4 , 1 8 2 C U . F T . PROPOSED BUILDINGF.F.E.=631.75 P R O P O S E D B U I L D I N G F . F . E . = 6 2 7 . 5 0 P R O P O S E D D E T E N T I O N P O N D P R O P O S E D B U I L D I N G F . F . E . = 6 2 5 . 5 0 CE50'24'FS F S F S FS F S F S I P I P I P I P FBFBFB F B F B F B F B F B F B L I M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION L I M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 8 - 0 3 3 C H E C K E D : M K T D R A W N : M K T D E S I G N : 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 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 A S D 5 / 1 6 / 2 0 1 8 VALENTE SOUTHLAKE 807 E. SOUTHLAKE BOULEVARD 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 PRELIMINARY EROSION CONTROL PLAN C - 1 L E G E N D D I R E C T I O N O F F L O W 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 L I M I T S O F C O N S T R U C T I O N F I L T E R B A R R I E R C O N S T R U C T I O N E N T R A N C E F I L T E R S O C K I N L E T P R O T E C T I O N F B C E A C R E A G E S U M M A R Y O N - S I T E D I S T U R B E D A R E A 3 . 0 9 A C O F F - S I T E D I S T U R B E D A R E A 0 . 2 3 A C T O T A L D I S T U R B E D A R E A 3 . 3 2 A C F S I P 50' BUILDING LINE 2 0 ' B U I L D I N G L I N E 5 ' L A N D S C A P E B U F F E R T Y P E ' A ' 5 ' L A N D S C A P E B U F F E R T Y P E ' A ' 2 0 ' B U I L D I N G L I N E 20' LANDSCAPEBUFFERYARD TYPE 'M'10' R.O.W. TAKEVARIABLE WIDTH COMMON ACCESS ESMTDOC. NO. D213159371D.R.T.C.T.15' D.E.DOC. NO. D213159371D.R.T.C.T. 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 4 ' C O M M O N A C C E S S E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) EAST SOUTHLAKE BOULEVARD(VARIABLE WIDTH R.O.W.)N 88°38'12" E 146.17'(CALLED 161.06') ( C A L L E D 8 7 9 . 6 6 ) (CALLED 147.88') N 88°38'12" E 160.84' S 0 0 ° 1 4 ' 4 7 " W 8 4 9 . 3 9 ' S 87°31'46" W 147.72' N 0 1 ° 1 4 ' 4 5 " W 7 1 7 . 8 1 ' N 02°34'41" E134.42' P R O P O S E D 5 ' C U R B I N L E T P R O P O S E D 4 ' x 4 ' G R A T E I N L E T P R O P O S E D 5 ' C U R B I N L E T P R O P O S E D 5 ' x 5 ' G R A T E I N L E T P R O P O S E D 5 ' C U R B I N L E T E X I S T I N G C O N C R E T E H E A D W A L L P R O P O S E D R E T A I N I N G W A L L P R O P O S E D D R O P C U R B P R O P O S E D S W A L E 635.10±ME634.50±ME633.82±ME632.22±ME 634.26633.46 631.46632.10632.24±ME630.46630.79630.85±ME 630.00±ME 630.10629.74629.74629.38 629.02 62 7 . 5 1 627.25 6 2 6 . 6 3 6 2 6 . 8 1 6 2 5 . 6 8 6 2 5 . 3 3 6 2 5 . 5 3 6 2 5 . 3 2 6 2 5 . 7 1 6 2 6 . 2 6 6 2 6 . 5 0 6 2 4 . 6 1 6 2 4 . 4 3 6 2 5 . 5 0 6 2 4 . 9 4 6 2 4 . 5 4 6 2 3 . 4 9 6 2 3 . 6 6 6 2 3 . 7 9 6 2 3 . 9 0 6 2 2 . 5 5 ± M E 6 2 2 . 8 7 ± M E 6 2 4 . 0 1 T G 6 2 6 . 4 4 6 2 5 . 5 8 6 2 5 . 6 3 6 2 4 . 8 6 6 2 4 . 8 1 6 2 5 . 0 4 6 2 4 . 9 5 6 2 5 . 5 5 T R 6 2 4 . 9 9 6 2 4 . 3 3 6 2 4 . 5 5 6 2 5 . 3 1 6 2 4 . 6 7 6 2 5 . 0 6 6 2 5 . 4 9 6 2 5 . 8 5 6 2 6 . 4 4 6 2 4 . 3 8 6 2 4 . 9 6 6 2 4 . 6 1 6 2 4 . 1 1 6 2 3 . 9 3 6 2 3 . 6 7 6 2 3 . 4 8 6 2 4 . 2 2 6 2 4 . 4 0 6 2 4 . 7 4 6 2 4 . 1 6 6 2 4 . 4 1 6 2 3 . 3 1 6 2 3 . 1 2 6 2 2 . 6 7 6 2 2 . 9 0 6 2 2 . 0 7 6 2 2 . 6 8 6 2 2 . 1 3 6 2 1 . 6 2 6 2 2 . 5 9 6 2 3 . 8 8 6 2 4 . 0 9 6 2 4 . 8 1 6 2 4 . 4 1 6 2 3 . 1 3 6 2 5 . 4 4 6 2 5 . 4 2 6 2 5 . 5 9 T R 6 2 5 . 5 4 T R 6 2 5 . 4 1 6 2 5 . 4 2 6 2 2 . 4 7 6 2 2 . 2 7 6 2 2 . 8 4 6 2 3 . 1 7 ± M E 6 2 3 . 0 8 ± M E 6 2 3 . 4 5 6 2 3 . 2 6 6 2 3 . 3 1 6 2 2 . 7 7 6 2 5 . 3 8 6 2 5 . 3 8 6 2 5 . 4 1 6 2 5 . 4 0 6 2 3 . 3 1 6 2 2 . 8 6 6 2 2 . 6 2 6 2 2 . 4 0 6 2 2 . 1 1 6 2 4 . 7 3 6 2 4 . 5 0 6 2 4 . 8 5 6 2 5 . 1 3 6 2 5 . 0 7 6 2 5 . 0 2 6 2 5 . 3 1 6 2 5 . 4 4 6 2 4 . 9 9 6 2 7 . 3 1 B W 6 2 6 . 3 5 B W 6 2 3 . 8 0 B W 6 2 2 . 1 9 B W 6 2 3 . 9 6 T W 6 2 3 . 5 0 T W 6 2 3 . 6 1 T W 6 2 3 . 3 1 T W 6 2 4 . 9 0 T W 6 1 8 . 0 0 B W 6 1 6 . 9 7 B W 6 1 7 . 1 4 B W 6 1 8 . 0 5 B W 6 1 8 . 0 5 B W 6 1 8 . 0 5 T W / B W 6 2 3 . 4 2 T W 6 1 7 . 5 9 B W 6 2 5 . 5 0 6 2 5 . 5 0 6 2 5 . 5 0 6 2 5 . 5 0 6 2 2 . 0 4 T G 632.68±ME631.36±ME 631.83632.44 633.59 634.38 634.84 634.72 634.88634.81 635.30TR635.38TR 6 2 3 . 0 3 6 2 3 . 2 0 6 2 3 . 0 2 633.97634.09633.74 633.86634.36 TR634.24 TR634.57 634.65PROPOSEDEXPOED GRADEBEAM (TYP.) P R O P O S E D E X P O E D G R A D E B E A M ( T Y P . ) 6 2 6 . 5 4 6 2 6 . 7 2 6 2 6 . 0 4 6 2 6 . 5 7 6 2 4 . 7 8 6 2 4 . 9 6 627 . 1 3 627.42 6 2 6 . 2 9 6 2 6 . 3 4 6 2 7 . 2 3 628.77 631.16629.66631.14630.96630.70 631.18631.06630.88630.64631.32 631.50 631.75 631.19 631.02631.22 630.29627.59628.49 625.91 626.75 6 2 5 . 2 1 625 . 5 7 6 2 5 . 9 3 62 6 . 7 7 627.51 6 2 6 . 0 7 6 2 6 . 1 4 6 2 6 . 6 0 6 2 5 . 4 1 6 2 5 . 1 2 630.87 6 2 5 . 9 3 626.79 P R O P O S E D E X P O E D G R A D E B E A M ( T Y P . ) P R O P O S E D S W A L E V O L U M E = 1 4 , 1 8 2 C U . F T . PROPOSED BUILDINGF.F.E.=631.75 P R O P O S E D B U I L D I N G F . F . E . = 6 2 7 . 5 0 P R O P O S E D D E T E N T I O N P O N D P R O P O S E D B U I L D I N G F . F . E . = 6 2 5 . 5 0 DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 8 - 0 3 3 C H E C K E D : M K T D R A W N : M K T D E S I G N : 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 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 A S D 5 / 1 6 / 2 0 1 8 VALENTE SOUTHLAKE 807 E. SOUTHLAKE BOULEVARD 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 PRELIMINARY GRADING PLAN C - 2 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 R T O P O F R A M P 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 T B T O P O F B E R M F F E F I N I S H E D F L O O R E L E V A T I O N T G T O P O F G R A T E 6 9 9 . 5 0 1 0 0 1 0 0 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 3 : 1 ; M I N E A R T H G R A D E I S 1 % ; M I N P A V I N G G R A D E I S 0 . 5 % . 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 . R E F . S T R U C T U R A L P L A N S , S P E C I F I C A T I O N S , A N D G E O T E C H N I C A L R E P O R T F O R A L L B U I L D I N G P A D P R E P A R A T I O N C R I T E R I A . 7 . T H E C O N T R A C T O R S H A L L C O N S T R U C T A L L B A R R I E R F R E E R A M P S P E R C I T Y O F S O U T H L A K E A N D A D A S T A N D A R D S . 8 . G R A D I N G F O R A L L S I D E W A L K S A N D A C C E S S I B L E R O U T E S I N C L U D I N G C R O S S I N G D R I V E W A Y S S H A L L C O N F O R M T O A D A S T A N D A R D S . S L O P E S S H A L L N O T E X C E E D 5 % L O N G I T U D I N A L S L O P E O R 2 % C R O S S S L O P E . S I D E W A L K A C C E S S T O E X T E R N A L B U I L D I N G D O O R S S H A L L B E A D A C O M P L I A N T . C O N T R A C T O R S H A L L N O T I F Y E N G I N E E R I M M E D I A T E L Y I F A D A C R I T E R I A C A N N O T B E M E T A T A N Y L O C A T I O N . 9 . G R A D I N G O F A L L H A N D I C A P P E D S P A C E S A N D R O U T E S I S T O C O N F O R M T O L O C A L , S T A T E , A N D F E D E R A L G U I D E L I N E S . 1 0 . 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 . 1 1 . C O N T R A C T O R S H A L L M A I N T A I N P O S I T I V E D R A I N A G E A W A Y F R O M E X I S T I N G & P R O P O S E D B U I L D I N G S . O S - 1 6 . 2 1 A C 1 4 . 8 7 C F S EX-10.09 AC0.22 CFS15' U.E., CAB. A,14' COMMON ACCESS ESMT.CAB. A, SLIDE 4650, P.R.T.C.T.12' UTILITY & ACCESS ESMTVOL. 13378,PG 164, D.R.T.C.T. V A R I A B L E W I D T H U . E . ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) V A R I A B L E W I D T H U . E . D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . VARIABLE WIDTH COMMON ACCESS ESMTDOC. NO. D213159371D.R.T.C.T.10'x40' W.L.E.DOC. NO. D213159371D.R.T.C.T.15' D.E.DOC. NO. D213159371D.R.T.C.T. V A R I A B L E W I D T H D . & U . E . C A B . A , S L I D E 4 6 5 0 P . R . T . C . T . 1 5 ' U . E . ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 15' U.E . , C A B . A , SLID E 4 6 5 0 , P.R. T . C . T . 14' COMMON ACCESS ESMT.CAB. A, SLIDE 4650, P.R.T.C.T.12' UTILITY & ACCESS ESMTVOL. 13378,PG 164, D.R.T.C.T. 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 4 . 0 ' C O M M O N A C C E S S E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 4 ' C O M M O N A C C E S S E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) V A R I A B L E W I D T H U . E . ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) V A R I A B L E W I D T H U . E . ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 1 0 . 0 ' U . E . ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 1 5 ' W A T E R L I N E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) LOT 1, BLOCK AZELDA OFFICESDOC. NO. D213159371P.R.T.C.T. L O T 2 , B L O C K A Z E L D A O F F I C E S D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . L O T 3 , B L O C K A Z E L D A O F F I C E S D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . EAST SOUTHLAKE BOULEVARD(VARIABLE WIDTH R.O.W.)BIL L Y W A Y N E & C A R O L Y N JEA N H A Y E S F A M I L Y T R U S T D O C . N O . D 2 1 5 0 2 8 9 9 8 D . R . T . C . T . N 88°38'12" E 146.17'(CALLED 161.06') FUTURE R.O.W. (ZENA RUCKER ROAD) DOC. NO. D215120478 P.R.T.C.T. 4.2 ACRES, LANDLOCK, LLC DOC. NO. D212310146, D.R.T.C.T. 4 . 2 2 5 9 A C R E S , Z E N A R U C K E R D O C . N O . D 2 0 4 1 2 2 1 9 7 , D . R . T . C . T . REMAINDER OF 6.777 ACRESZELDA PARTNERS, LTD.DOC. NO. D212310146D.R.T.C.T.1" IRF(BENT)1/2" IRF W/ CAP "SPRY 5647"(C.M.)1/2" IRF 1 / 2 " I R F 3 / 4 " I R F ( C A L L E D 8 7 9 . 6 6 ) (CALLED 147.88') N 88°38'12" E 160.84' S 0 0 ° 1 4 ' 4 7 " W 8 4 9 . 3 9 ' S 87°31'46" W 147.72' N 0 1 ° 1 4 ' 4 5 " W 7 1 7 . 8 1 ' SITE BM#1"X" SET IN CONC.ELEVATION=635.58' 3 . 0 8 5 A C R E S N 02°34'41" E134.42'EX-21.27 AC3.04 CFS E X - 3 1 . 7 2 A C 4 . 1 2 C F S DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 8 - 0 3 3 C H E C K E D : M K T D R A W N : M K T D E S I G N : 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 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 A S D 5 / 1 6 / 2 0 1 8 VALENTE SOUTHLAKE 807 E. SOUTHLAKE BOULEVARD SOUTHLAKE, TEXAS 0 G R A P H I C S C A L E 1 i n c h = f t . 5 0 5 0 1 0 0 5 0 2 5 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 F L O O D P L A I N N O T E 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 , A N D 4 8 4 3 9 0 0 C 0 0 9 5 K D A T E D S E P T E M B E R 2 5 , 2 0 0 9 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 D E N T O N 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 O F 0 . 2 0 % A N N U A L C H A N C E F L O O D ) A N D I S N O T W I T H I N A S P E C I A L F L O O D H A Z A R D A R E A . EXISTING DRAINAGE AREA MAP C - 3 LOT 1, BLOCK AZELDA OFFICESDOC. NO. D213159371P.R.T.C.T. L O T 2 , B L O C K A Z E L D A O F F I C E S D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . L O T 3 , B L O C K A Z E L D A O F F I C E S D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . EAST SOUTHLAKE BOULEVARD(VARIABLE WIDTH R.O.W.)BILLY WAY N E & C A R O L Y N JEAN HAYES F A M I L Y T R U S T DOC. NO. D 2 1 5 0 2 8 9 9 8 D.R . T . C . T . N 88°38'12" E 146.17'(CALLED 161.06') FUTURE R.O.W. (ZENA RUCKER ROAD) DOC. NO. D215120478 P.R.T.C.T. 4.2 ACRES, LANDLOCK, LLC DOC. NO. D212310146, D.R.T.C.T. 4 . 2 2 5 9 A C R E S , Z E N A R U C K E R D O C . N O . D 2 0 4 1 2 2 1 9 7 , D . R . T . C . T . REMAINDER OF 6.777 ACRESZELDA PARTNERS, LTD.DOC. NO. D212310146D.R.T.C.T.( C A L L E D 8 7 9 . 6 6 ) (CALLED 147.88') N 88°38'12" E 160.84'S 0 0 ° 1 4 ' 4 7 " W 8 4 9 . 3 9 ' S 87°31'46" W 147.72' N 0 1 ° 1 4 ' 4 5 " W 7 1 7 . 8 1 ' 3.085 A C R E S N 02°34'41" E134.42' O S - 1 6 . 1 4 A C 1 4 . 7 0 C F S P R O P O S E D D E T E N T I O N P O N D V O L U M E = 1 4 , 1 8 2 C U . F T . PROPOSED BUILDINGF.F.E.=631.75 P R O P O S E D B U I L D I N G F . F . E . = 6 2 5 . 5 0 A-10.03 AC0.22 CFS OS-20.07 AC0.17 CFS D-10.18 AC1.33 CFS J - 1 0 . 0 5 A C 0 . 3 7 C F S OS-20.10 AC0.24 CFS I - 1 0 . 0 5 A C 0 . 3 7 C F S PROPOSED BUIL D I N G F.F.E.=627.50 P R O P O S E D C U R B I N L E T P R O P O S E D G R A T E I N L E T EXISTI N G C O N C R E T E H E A D W A L L PROPOSED CURB INLET P R O P O S E D G R A T E I N L E T P R O P O S E D R E T A I N I N G W A L L PROPOSED CURB INLET G - 1 0 . 7 0 A C 5 . 1 7 C F S B-10.51 AC3.77 CFS C-10.46 AC3.40 CFS E - 1 0 . 7 0 A C 5. 1 7 C F S F - 1 0 . 1 7 A C 1 . 2 6 C F S H - 1 0 . 1 9 A C 1 . 4 0 C F S DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 8 - 0 3 3 C H E C K E D : M K T D R A W N : M K T D E S I G N : 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 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 A S D 5 / 1 6 / 2 0 1 8 VALENTE SOUTHLAKE 807 E. SOUTHLAKE BOULEVARD SOUTHLAKE, TEXAS 0 G R A P H I C S C A L E 1 i n c h = f t . 5 0 5 0 1 0 0 5 0 2 5 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 F L O O D P L A I N N O T E 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 , A N D 4 8 4 3 9 0 0 C 0 0 9 5 K D A T E D S E P T E M B E R 2 5 , 2 0 0 9 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 D E N T O N 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 O F 0 . 2 0 % A N N U A L C H A N C E F L O O D ) A N D I S N O T W I T H I N A S P E C I A L F L O O D H A Z A R D A R E A . PROPOSED DRAINAGE AREA MAP C - 4 50' BUILDING LINE 2 0 ' B U I L D I N G L I N E 5 ' L A N D S C A P E B U F F E R T Y P E ' A ' 5 ' L A N D S C A P E B U F F E R T Y P E ' A ' 2 0 ' B U I L D I N G L I N E 20' LANDSCAPEBUFFERYARD TYPE 'M'10' R.O.W. TAKEVARIABLE WIDTH COMMON ACCESS ESMTDOC. NO. D213159371D.R.T.C.T.15' D.E.DOC. NO. D213159371D.R.T.C.T. 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 4 ' C O M M O N A C C E S S E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) EAST SOUTHLAKE BOULEVARD(VARIABLE WIDTH R.O.W.)N 88°38'12" E 146.17'(CALLED 161.06')1" IRF(BENT)1/2" IRF W/ CAP "SPRY 5647"(C.M.)1/2" IRF 1 / 2 " I R F 3 / 4 " I R F ( C A L L E D 8 7 9 . 6 6 ) (CALLED 147.88') N 88°38'12" E 160.84' S 0 0 ° 1 4 ' 4 7 " W 8 4 9 . 3 9 ' S 87°31'46" W 147.72' N 0 1 ° 1 4 ' 4 5 " W 7 1 7 . 8 1 ' N 02°34'41" E134.42' V O L U M E = 1 4 , 1 8 2 C U . F T . PROPOSED BUILDINGF.F.E.=631.75 P R O P O S E D B U I L D I N G F . F . E . = 6 2 7 . 5 0 P R O P O S E D D E T E N T I O N P O N D S T A : 0 + 4 8 . 6 5 S T O R M L I N E A P R O P O S E D D E T E N T I O N P O N D O U T F A L L : I N S T A L L : 1 - 1 8 " R C P P I P E F L 1 8 " : 6 1 6 . 8 0 1 8 " R C P @ 0 . 8 6 % S T A : 3 + 2 8 . 9 4 S T O R M L I N E B I N S T A L L : 1 - 4 ' X 4 ' G R A T E I N L E T T G : 6 2 4 . 8 8 F L 2 4 " : 6 2 1 . 2 2 S T A : 0 + 5 1 . 0 8 S T O R M L I N E B I N S T A L L : 1 - 5 ' X 5 ' G R A T E I N L E T T G : 6 2 2 . 0 4 F L 2 4 " : 6 1 8 . 4 4 F L 2 4 " : 6 1 8 . 4 4 S T A : 0 + 5 6 . 2 7 S T O R M L I N E B = S T A 0 + 0 0 S T O R M L I N E L A T . B I N S T A L L : 1 - 2 4 " X 2 4 " W Y E F L 2 4 " : 6 1 8 . 4 9 F L 2 4 " : 6 1 8 . 4 9 S T A : 0 + 0 0 S T O R M L I N E B C O N N E C T T O P R O P O S E D D E T E N T I O N P O N D F L 2 4 " : 6 1 7 . 9 3 2 4 " R C P @ 1 . 0 0 % 2 4 " R C P @ 1 . 0 0 % 24" RCP @ 1 . 0 0 % S T A : 0 + 0 3 . 5 3 S T O R M L I N E L A T . B I N S T A L L : 1 - 5 ' C U R B I N L E T T P : 6 2 1 . 6 2 F L 2 4 " : 6 1 8 . 5 3 2 4 " R C P @ 1 . 0 0 % STA: 2+38.42 STORM LINE CEQUALS STA 0+00 STORM LINE LAT. AINSTALL:1 - 18"X12" WYEFL 18": 622.25FL 18": 622.25 S T A : 0 + 0 0 S T O R M L I N E C I N S T A L L : 1 - H E A D W A L L F L 1 8 " : 6 2 0 . 0 0 S T A : 0 + 3 0 . 4 6 S T O R M L I N E C I N S T A L L : 1 - 4 5 ° B E N D F L 1 8 " : 6 2 0 . 1 8 18" RCP @ 2.23% 1 8 " R C P @ 0 . 6 0 % S T A : 0 + 0 0 S T O R M L I N E A C O N N E C T T O 3 0 " R C P S T O R M D R A I N I N S T A L L : 1 - 3 0 " X 1 8 " - 6 0 ° W Y E E X . 3 0 " F L : 6 1 5 . 5 5 F L 1 8 " : 6 1 6 . 3 8 30" RCP @1.70% SLOPE STA: 0+ 0 7 . 5 8 S T O R M L I N E L A T . A INSTALL : 1 - 45° B E N D FL 18": 6 2 2 . 4 2 S T A : 0 + 2 4 . 3 4 S T O R M L I N E L A T . A I N S T A L L : 1 - 5 ' C U R B I N L E T T P : 6 2 8 . 1 6 F L 1 8 " : 6 2 2 . 7 9 18" RCP @ 2.23%18" RCP @ 2.23% P R O P O S E D B U I L D I N G F . F . E . = 6 2 5 . 5 0 S T A : 0 + 1 4 . 7 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 1 6 . 5 1 1 0 0 Y R W S E = 6 2 1 . 1 2 1 8 " R C P @ 0 . 8 6 % S T A : 1 + 8 8 . 9 1 S T O R M L I N E C = S T A 0 + 0 0 S T O R M L I N E L A T . C I N S T A L L : 1 - 1 8 " X 1 8 " W Y E F L 1 8 " : 6 2 1 . 1 4 F L 1 8 " : 6 2 1 . 1 4 18" RCP @ 0.50%STA: 0+13.96 STORM LINE LAT. CINSTALL:1 - 45° BENDFL 18": 621.21 STA: 1+25.30 STORM LINE LAT. CINSTALL:1 - 45° BENDFL 18": 621.77 STA: 1+32.38 STORM LINE L A T . C INST A L L : 1 - 5' CURB I N L E T FL 18": 6 2 1 . 8 0 1 8 " R C P @ 1 . 0 0 % 1 8 " R C P @ 1 . 0 0 % S T A : 0 + 0 0 S T O R M L I N E D C O N N E C T T O P R O P O S E D D E T E N T I O N P O N D F L 1 8 " : 6 1 7 . 9 1 S T A : 0 + 3 0 . 0 3 S T O R M L I N E D I N S T A L L : 1 - 4 5 ° B E N D F L 1 8 " : 6 1 8 . 2 1 S T A : 1 + 9 0 . 3 5 S T O R M L I N E D I N S T A L L : 1 - 4 5 ° B E N D F L 1 8 " : 6 1 9 . 8 2 S T A : 2 + 1 0 . 8 3 S T O R M L I N E D I N S T A L L : 1 - 3 ' X 3 ' G R A T E I N L E T F L 1 8 " : 6 2 0 . 0 2 1 8 " R C P @ 1 . 0 0 % 18" RCP @ 0 . 5 0 % E X I S T I N G C O N C R E T E H E A D W A L L DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 8 - 0 3 3 C H E C K E D : M K T D R A W N : M K T D E S I G N : 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 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 A S D 5 / 1 6 / 2 0 1 8 VALENTE SOUTHLAKE 807 E. SOUTHLAKE BOULEVARD 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 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 C U R B 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 N O T E S : 1 . C O N T R A C T O R S H A L L V E R I F Y E X A C T L O C A T I O N A N D E L E V A T I O N O F E X I S T I N G S T O R M L I N E S P R I O R T O C O N S T R U C T I O N . I F A D I S C R E P A N C Y I S F O U N D T H E C O N T R A C T O R S H A L L N O T I F Y T H E E N G I N E E R I M M E D I A T E L Y . F L O O D P L A I N N O T E 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 , A N D 4 8 4 3 9 0 0 C 0 0 9 5 K D A T E D S E P T E M B E R 2 5 , 2 0 0 9 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 D E N T O N 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 O F 0 . 2 0 % A N N U A L C H A N C E F L O O D ) A N D I S N O T W I T H I N A S P E C I A L F L O O D H A Z A R D A R E A . PRELIMINARY STORM DRAIN PLAN C - 5 50' BUILDING LINE 2 0 ' B U I L D I N G L I N E 5 ' L A N D S C A P E B U F F E R T Y P E ' A ' 5 ' L A N D S C A P E B U F F E R T Y P E ' A ' 2 0 ' B U I L D I N G L I N E 20' LANDSCAPEBUFFERYARD TYPE 'M'10' R.O.W. TAKEVARIABLE WIDTH COMMON ACCESS ESMTDOC. NO. D213159371D.R.T.C.T.15' D.E.DOC. NO. D213159371D.R.T.C.T. 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 0 . 0 ' D R A I N A G E E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) 2 4 ' C O M M O N A C C E S S E A S E M E N T ( D O C . N O . D 2 1 5 1 2 0 4 7 8 P . R . T . C . T . ) EAST SOUTHLAKE BOULEVARD(VARIABLE WIDTH R.O.W.)N 88°38'12" E 146.17'(CALLED 161.06') ( C A L L E D 8 7 9 . 6 6 ) (CALLED 147.88') N 88°38'12" E 160.84' S 0 0 ° 1 4 ' 4 7 " W 8 4 9 . 3 9 ' S 87°31'46" W 147.72' N 0 1 ° 1 4 ' 4 5 " W 7 1 7 . 8 1 ' N 02°34'41" E134.42' C O N N E C T T O 8 " W A T E R L I N E I N S T A L L : 1 - 8 " X 8 " T E E 2 - 8 " G A T E V A L V E S I N S T A L L : 1 - 8 " X 1 " C O R P O R A T I O N S T O P 2 6 L F O F 1 " I R R . S E R V I C E L I N E 1 - 1 " I R R . M E T E R I N S T A L L : 1 - 8 " X 8 " T E E 2 - 8 " G A T E V A L V E S I N S T A L L : 1 - 8 " P L U G I N S T A L L : 1 - 8 " X 6 " T E E 1 - 6 " G A T E V A L V E 1 0 L F 6 " F I R E L I N E 1 - F I R E H Y D R A N T A S S E M B L Y P E R C I T Y S T A N D A R D S I N S T A L L : 2 - 8 " 4 5 ° B E N D S I N S T A L L : 1 - 8 " X 1 " C O R P O R A T I O N S T O P 1 0 L F O F 1 " I R R . S E R V I C E L I N E 1 - 1 " I R R . M E T E R INSTALL:1-8"X1" CORPORATION STOP8 LF OF 1" DOM. SERVICE LINE1-1" DOM. METER INSTALL:1-8"X1"CO R P O R A T I O N S T O P 8 LF OF 1" I R R . S E R V I C E L I N E 1-1" IRR. M E T E R CONNECT TO EXISTING 8" WATER LINEINSTALL:1-8"X8" TEE VALVE2-8" GATE VALVES C O N N E C T T O 8 " E X . S S W R C O N T R A C T O R S H A L L V E R I F Y E X . F L P R I O R C O N T R U C T I O N I N S T A L L : 1 - 8 " C L E A N O U T E X . F L 1 8 " : 6 1 3 . 0 0 ± F L 8 " : 6 1 3 . 0 0 I N S T A L L : 1 - 8 " C L E A N O U T 1 - 8 " 4 5 ° B E N D F L 8 " : 6 1 3 . 0 4 I N S T A L L : 1 - 4 ' D I A . S S W R M A N H O L E P E R C I T Y S T A N D A R D S R I M E L : 6 2 3 . 3 5 F L 8 " ( N ) : 6 1 2 . 7 0 F L 8 " ( S W ) : 6 1 2 . 7 0 I N S T A L L : 1 - 4 ' D I A . S S W R M A N H O L E P E R C I T Y S T A N D A R D S R I M E L : 6 2 4 . 7 8 F L 8 " ( W ) : 6 1 6 . 9 2 F L 8 " ( S ) : 6 1 6 . 9 2 I N S T A L L : 1 - 4 ' D I A . S S W R M A N H O L E P E R C I T Y S T A N D A R D S R I M E L : 6 2 3 . 9 6 F L 8 " ( N ) : 6 1 8 . 5 5 F L 8 " ( E ) : 6 1 8 . 5 5 I N S T A L L : 1 - 4 ' D I A . S S W R M A N H O L E P E R C I T Y S T A N D A R D S R I M E L : 6 2 7 . 0 7 F L 6 " ( E ) : 6 2 5 . 8 5 F L 8 " ( S ) : 6 2 3 . 8 5 E N D 6 " S A N I T A R Y S E W E R S E R V I C E I N S T A L L : 1 - 6 " P L U G R E F E R T O 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 " : 6 1 9 . 5 0 E N D 6 " S A N I T A R Y S E W E R S E R V I C E I N S T A L L : 1 - 6 " P L U G R E F E R T O 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 " : 6 2 2 . 5 0 END 6" SANITARY SEWER S E R V I C E IN S T A L L : 1-6 " P L U G REFER TO MEP PLAN S F O R CONTINUATION OF S E R V I C E FL 6": 6 2 6 . 7 5 S E W E R / S T R O M C R O S S I N G : 8 " S E W E R F L : 6 1 4 . 4 8 2 4 " S T O R M F L : 6 1 8 . 0 9 8 " S S W R V O L U M E = 1 4 , 1 8 2 C U . F T . PROPOSED BUILDINGF.F.E.=631.75 P R O P O S E D B U I L D I N G F . F . E . = 6 2 7 . 5 0 P R O P O S E D D E T E N T I O N P O N D P R O P O S E D B U I L D I N G F . F . E . = 6 2 5 . 5 0 P R O P . 8 ' P V C @ 2 . 0 3 % S L O P E P R O P . 8 ' P V C @ 2 . 0 3 % S L O P E P R O P . 8 ' P V C @ 1 . 0 0 % S L O P E PROP. POWER POLE RELOCATION.CONTRACTOR SHALL CONTACT SERVICEPROVIDER FOR COORDINATION. I N S T A L L : 1 - 8 " X 1 " C O R P O R A T I O N S T O P 2 6 L F O F 1 " D O M . S E R V I C E L I N E 1 - 1 " D O M . M E T E R I N S T A L L : 1 - 8 " X 6 " T E E 1 - 6 " G A T E V A L V E 2 4 L F 6 " F I R E L I N E 1 - F I R E H Y D R A N T A S S E M B L Y P E R C I T Y S T A N D A R D S INSTALL:1-8"X6" TEE1-6" GATE VALVE24 LF 6" FIRE LINE1 - FIRE HYDRANT ASSEMBLYPER CITY STANDARDS I N S T A L L : 1 - 8 " X 1 " C O R P O R A T I O N S T O P 1 0 L F O F 1 " D O M . S E R V I C E L I N E 1 - 1 " D O M . M E T E R P R O P . P O W E R P O L E R E L O C A T I O N . C O N T R A C T O R S H A L L C O N T A C T S E R V I C E P R O V I D E R F O R C O O R D I N A T I O N . I N S T A L L : 1 - 6 " 4 5 ° B E N D W I T H C L E A N O U T F L 6 " ( E ) : 6 2 6 . 2 7 PROP. FDC P R O P . F D C P R O P . F D C I N S T A L L : 1 - 8 " X 6 " T E E 1 - 6 " G A T E V A L V E 1 0 L F 6 " F I R E L I N E 1 - F I R E H Y D R A N T A S S E M B L Y P E R C I T Y S T A N D A R D S S S S S DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 8 - 0 3 3 C H E C K E D : M K T D R A W N : M K T D E S I G N : 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 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 A S D 5 / 1 6 / 2 0 1 8 VALENTE SOUTHLAKE 807 E. SOUTHLAKE BOULEVARD 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 L E G E N D E X I S T I N G W A T E R L I N E P R O P O S E D W A T E R L I N E E X I S T I N G S A N I T A R Y S E W 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 P R O P O S E D F D C P R O P O S E D M E T E R P R O P O S E D V A L V E P R O P O S E D P L U G P R O P O S E D F I R E H Y D R A N T P R O P O S E D R E D U C E R P R O P O S E D B E N D S E X I S T I N G O V E R H E A 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 E L E C T R I C F U L L D E P T H S A W C U T N O T E S 1 . 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 . 5 . F R A N C H I S E U T I L I T I E S S H O W N O N T H I S P L A N F O R R E F E R E N C E O N L Y . E A C H R E Q U I R E S A S E P A R A T E P E R M I T . PRELIMINARY UTILITY PLAN C - 6