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Item 6C - Plans( S 0 0 ° 1 6 ' 4 1 " E 1 0 7 2 . 3 7 ' P L A T ) S 0 0 ° 1 8 ' 1 5 " E 1 0 7 2 . 9 1 ' M E A S . E X I S T I N G E X . S I G N A G E E X I S T I N G - B L D G . 2 E X I S T I N G - B L D G . 1 T W O S T O R Y M A X H E I G H T 3 3 ' - 7 " 8 , 7 7 8 G S F O F F I C E O N E S T O R Y 6 , 2 9 4 G S F N E W E X E C U T I V E O F F I C E A D D I T I O N B U I L D I N G 2 1 N E W 2 1 N E W S O D & L A N D S C A P I N G E X I S T I N G N E W M A T C H L I N E E X I S T I N G F I R E L A N E E X I S T I N G F I R E L A N E EXISTING FIRE LANE EXISTING SIDE WALKNEW SIDE WALKNEW RAMPNEW RAMP N E W R A M P N E W S I D E W A L K & S T A I R S EXISTING CROSS WALK E X I S T I N G S I D E W A L K E X I S T I N G S I D E W A L K E X I S T I N G S I D E W A L K E X I S T I N G S I D E W A L K NEW LANDSCAPE EXISTING LANDSCAPE EXISTING LANDSCAPE EXISTING FIRE LANE N 8 7 ° 4 9 ' 5 8 " E 2 0 6 . 4 8 ' P L A T (S 00°16'41" E 1072.37' PLAT) S 00°18'15" E 803.24' MEAS. L O T S 2 R & 4 , B L O C K 1 , P E C A N C R E E K C A B . A , S L D . 1 0 9 5 6 P . R . T . C . T . N 0 0 ° 2 7 ' 5 4 " W 2 8 8 . 4 4 ' M E A S . ( N 0 0 ° 2 4 ' 5 0 " W 5 5 8 . 0 6 ' P L A T ) 1 4 ' C O M M O N A C C E S S E A S E M E N T ( P L A T ) C A B . A , S L I D E 4 6 5 0 P . R . T . C . T . 1 2 ' U T I L I T Y E A S E M E N T ( P L A T ) 1 0 ' D R A I N A G E & U T I L I T Y E A S E M E N T ( P L A T ) 7 . 5 ' D R A I N A G E & U T I L I T Y E A S E M E N T ( P L A T ) E X I S T I N G L I G H T P O L E S 2 0 ' U T I L I T Y E A S E M E N T V O L . 1 2 8 0 5 , P G . 6 7 1 D . R . T . C . T . R U C K E R F A M I L Y L I M I T E D P A R T N E R S H I P V O L . 1 0 4 3 2 , P G . 1 1 6 6 D . R . T . C . T . L O T 1 , B L O C K A , Z E L D A O F F I C E S I N S T . N O . D 2 1 3 1 5 9 3 7 1 , O . P . R . T . C . T . 1 2 ' U T I L I T Y A N D A C C E S S E A S E M E N T , V O L . 1 3 2 7 9 , P G . 5 5 7 , & V O L . 1 3 3 7 8 , P G . 1 6 4 , D . 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 I N S T . N O . D 2 1 5 1 2 0 4 7 8 , O . P . R . T . C . T . R U C K E R F A M I L Y L I M I T E D P A R T N E R S H I P V O L . 1 0 4 3 2 , P G . 1 1 6 6 D . 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 I N S T . N O . D 2 1 5 1 2 0 4 7 8 , O . P . R . T . C . T . R U C K E R F A M I L Y L I M I T E D P A R T N E R S H I P V O L . 1 0 4 3 2 , P G . 1 1 6 6 D . R . T . C . T . T R A C T 1 7 4 , 8 9 5 S Q . F T . O R 1 . 7 1 9 O F A N A C R E 1 0 ' U T I L I T Y E A S E M E N T V O L . 1 2 8 0 5 , P G . 6 7 1 , D . R . T . C . T . ( A S S H O W N O N P L A T ) L O T 9 O . W K N I G H T N O . 8 9 9 A D D I T I O N C A B I N E T A S L I D E 4 6 5 0 P . R . T . C . T . T W O S T O R Y M A X H E I G H T 3 3 ' - 7 " 4 , 8 2 8 G S F O F F I C E EXISTING SIDE WALK NEW LANDSCAPE EXISTING LANDSCAPE EXISTING LANDSCAPE EXISTING FIRE LANE EXISTING LANDSCAPE EXISTING LANDSCAPE EXISTING FIRE LANE Z O N I N G : S P - 1 L . U . D . : O F F I C E / C O M M E R C I A L 5 0 ' B U I L D I N G L I N E EXISTING FIRE LANE EXISTING FIRE LANE E X I S T I N G P A V E M E N T N E W C O N C R E T E N E W 5 ' S I D E W A L K Z O N I N G : S P - 2 L . U . D . : O F F I C E / C O M M E R C I A L Z O N I N G : S P - 2 L . U . D . : O F F I C E / C O M M E R C I A L H C P C R 5 2 L T A C H - B A Y L O R S O U T H L A K E Z O N I N G : S P - 2 L . U . D . : O F F I C E / C O M M E R C I A L N E W L A N D S C A P E N 1 8 ° 2 3 ' 3 0 " W 5 3 3 . 6 9 ' M E A S ( 5 3 3 . 7 2 ' P L A T ) 1 0 ' D R A I N A G E A N D U T I L I T Y E A S E M E N T C A B . A , S L I D E 4 6 5 0 P . R . T . C . T . 1 0 ' T R I - C O U N T Y E L E C T R I C E A S E M E N T I N S T . N O . D 2 1 2 2 9 8 3 2 9 , O . P . R . T . C . T . E X I S T I N G D U M P S T E R E X I S T I N G S I D E W A L K O F F I C E 1 0 ' B U I L D I N G L I N E 1 0 ' - 0 2 9 / 3 2 " 1 0 ' B U I L D I N G L I N E 1 0 ' B U I L D I N G L I N E F A R 2 3 % I M P . C V G . = < S A M E > M A T C H L I N E S 00°28'26" E 296.74' TO 1/2" IRF N 8 9 ° 5 5 ' 5 1 " W 3 9 . 1 1 ' M E A S . ( N 8 9 ° 5 7 ' 1 7 " W P L A T ) ZENA R U C K E R R O A D (VARIABL E W I D T H R I G H T - O F - W A Y ) LOTS 2R & 4, B L O C K 1 , PECAN CR E E K CAB. A, SLD. 1 0 9 5 6 P.R.T.C. T . L O T 1 , B L O C K 6 0 , TIM A R R O N A D D I T I O N - P H A S E 5 C A B . A , S L D . 3 6 7 4 , P . R . T . C . T . J A S C A R I N V E S T M E N T S , L . P . I N S T . N O . D 2 1 1 2 8 2 2 8 2 , O . P . R . T . C . T . C U L V E R T H E A D W A L L H E A D W A L L R O C K S H E A D W A L L R O C K S L 1 L 2 LOT 4BLOCK 1 L O T 3 , B L O C K A , Z E L D A O F F I C E S I N S T . N O . D 2 1 5 1 2 0 4 7 8 , O . P . R . T . C . T . R U C K E R F A M I L Y L I M I T E D P A R T N E R S H I P V O L . 1 0 4 3 2 , P G . 1 1 6 6 D . R . T . C . T . S 00°18'15" E 189.56' MEAS. N 00°27'54" W 190.16' MEAS. (N 00°24'50" W 558.06' PLAT) (S 00°16'41" E 1072.37' PLAT) T R A C T 2 7 , 4 7 6 S Q . F T . O R 0 . 1 7 2 O F A N A C R E P A R T O F L O T 9 ZONING: S P - 1 L.U.D.: OFFICE / C O M M E R C I A L E X I S T I N G 8 ' M U L T I - U S E T R A I L E X I S T I N G 5 ' S I D E W A L K Z O N I N G R P U D L . U . D . : M E D I U M D E N S I T Y R E S I D E N T I A L HCPCR5 2 LTACH-BAY L O R SOUTHLA K E L.U.D.: OFFICE / COMMERCIAL Z O N I N G : S P - 2 L . U . D . : O F F I C E / C O M M E R C I A L L E G E N D B U F F E R Y A R D E X I S T I N G L A N D S C A P E N E W C O N C R E T E N E W L A N D S C A P E A 1 . 0 0 C K e c N e d B \ D r a Z n B \ S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a W e P r o M e c W N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 1 S I T E P L A N - B U I L D I N G 2 A D D I T I O N 0 2 0 4 0 8 0 S C A L E : 1 / 3 2 " = 1 ' - 0 " S I T E P L A N V I C I N I T Y P L A N NOTE:1. ALL PARKING TO BE SHARED PARKING2. ALL PARKING STALLS TO BE 9'0"X18'0"3. ALL MECHANICAL EQUIPMENT MUST BE SCREENED OF VIEW FROMRIGHT-OF-WAYS AND RESIDENTIAL PROPERTIES IN ACCORDANCEWITH THE ZONING ORDINANCE No.480, AS AMENDED4. NO PROPOSED PARKING LOT LIGHTING. ALL LIGHTING TO BE WALLMOUNTED BUILDING LIGHTING5. ALL LIGHTING MUST COMPLY WITH THE LIGHTING ORDINANCENo.693, AS AMENDED6. ALL DEVELOPMENT MUST COMPLY WITH DRAINAGE ORDINANCENo.605 AND SEDIMENT CONTROL ORDINANCE No.946, ASAMENDED.SITE DATA SUMMARY CHARTDESCRIPTIONEXISTING ZONINGLAND USE DESIGNATIONGROSS/ NET ACREAGENUMBER OF PROPOSED LOTSAREA OF OPEN SPACEPERCENTAGE OF OPEN SPACEAREA OF IMPERVIOUS COVERAGEPERCENTAGE OF IMPERVIOUS COVERAGEBUILDING AREA (FOOT PRINT IN SQ FT):BUILDING 1BUILDING 2BUILDING 2 ADDITIONTOTAL:NUMBER OF STORIESMAXIMUM BUILDING HEIGHTGROSS FLOOR AREA:BUILDING 1BUILDING 2BUILDING 2 (ADDITION)TOTAL:REQUIRED PARKING (20% MED 80% OFF)PROVIDED PARKING:STANDARDHANDICAPTOTAL: (NET SF 16,834 = 69 REQUIRED)AREA OF OUTSIDE STORAGE (SF)PERCENTAGE OF OUTSIDE STORAGEANTICIPATED DEVELOPMENT SCHEDULECONSTRUCTION START DATECONSTRUCTION END DATE:C3OFFICE COMMERCIAL1.894 ACRES (82,513 SF)143,415 SF53%42,279 SF47%6,294 SF4,398 SF00 SF10,692 SF233'-7"6,294 SF8,778 SF00 SF15,072 SF7267057200 00%VARIANCE REQUEST:1. NONE...C3OFFICE COMMERCIAL1.894 ACRES (82,513 SF)138,116 SF46%44,397 SF54%6,294 SF4,398 SF2,414 SF13,106 SF233'-7"6,294 SF8,778 SF4,828 SF19,900 SF7267057200 00%12/01/202012/01/2021 EXISTINGPROPOSEDLANDSCAPE % OF AREA INOTHER COMMENTS:*NOTE ANY CREDITS USED IN CALCULATIONS:FRONT OR SIDEAREAPROVIDEDREQUIREDN/A 2414 x .5=1,207 N/A2127 ANNUAL COLORCANOPY ACCENTGROUND COVERTREESSHRUBSTREES( SQ. FT. )5218130703935 ( SQ. FT. )2427 SUMMARY CHART - INTERIOR LANDSCAPE OTHER COMMENTS:WIDTH / TYPE (PROPOSED DEVELOPMENT BASED ON CURRENT AND SURROUNDING ZONING)SUMMARY CHART - BUFFERYARDSPROVIDEDEASTSOUTHN/AREQUIRED PROVIDED WEST BASE LINE LENGTH OF LOCATION /N/A LENGTHREQUIREDPROVIDEDN/A REQUIRED / BUFFERYARDHEIGHT AND MATERIAL FENCE / SCREENINGCANOPYTREESSHRUBS000TREESACCENTTOTALS000NORTHPROVIDEDREQUIRED N/A N/AREQUIRED N/A000000 00PROVIDEDN/AN/A 000000000000 CITY OF SOUTHLAKE(PROPOSED DEVELOPMENT BASED ON CURRENT AND SURROUNDING ZONING)(50%)01. ALL DISTURBED , PREVIOUSLY EXISTING QUANTITIES OF TREES, SHRUBS ANDGROUNDCOVER TO BE REPLACED.5 E L E C 1 0 6 2 9 ' - 4 " 3 1 ' - 1 0 " 3 0 ' - 2 " 9 1 ' - 4 " 9'-1" 6'-0"17'-2"17'-2" 59'-2" 8'-0"6'-0"62'-8" 2 9 ' - 0 " 3 3 ' - 0 " 2 8 ' - 2 " 2 ' - 0 " O F F I C E 1 0 8 1 1 X 2 0 2 5 0 S F 1 0 6 S E A T I N G A R E A 1 3 1 8 X 2 0 1 5 2 S F U P S T A I R 2 O F F I C E 1 3 0 1 4 X 1 5 2 2 0 S F A O F F I C E 1 2 8 9 X 1 2 9 3 S F O F F I C E 1 0 1 1 4 X 2 1 2 9 4 S F O F F I C E 1 0 2 1 4 X 2 1 2 9 0 S F O F F I C E 1 0 3 1 1 X 1 5 1 7 0 S F O F F I C E 1 0 4 1 1 X 1 5 1 7 0 S F O F F I C E 1 0 5 1 0 X 1 5 1 4 7 S F O F F I C E 1 2 4 1 4 X 1 3 1 8 8 S F O F F I C E 1 2 5 1 3 X 1 4 1 8 8 S F O F F I C E 1 2 6 1 1 X 1 2 1 2 4 S F O F F I C E 1 2 7 1 0 X 1 2 1 1 2 S F 1 0 7 1 1 2 1 ' - 0 " 3'-8" 1 0 2 1 0 1 O F F I C E 1 2 9 1 6 X 1 5 2 1 9 S F 1 / 2 W A L L 1 / 2 W A L L B A A A A A U C R E F U C I C E U C W I N E A B R E A K R O O M 1 3 2 1 2 x 1 1 1 1 4 S F B B O F F I C E 1 3 5 1 1 X 1 0 1 1 1 S F O F F I C E 1 0 7 1 1 X 1 1 1 2 6 S F 1 1 1 1 1 3 18'-10" 1 2 3 4 5 6 7 ABCDEGHJ 3 1 ' - 7 " 37'-7" 1 5 5 ' - 2 " 69' - 1 1 " E X I S T E L E V . O F F I C E 1 2 3 2 0 X 1 0 2 0 0 S F O F F I C E 1 2 2 2 0 X 1 0 2 0 0 S F C O R R I D O R 1 1 7 FK 8'-9"30'-10" 4 ' - 4 " 4 ' - 0 " 5 ' - 5 " 4 ' - 0 " 5 ' - 9 " 4 ' - 0 " 4 ' - 1 " 6'- 5 " 4'-0"6'-5"4'-0"6'-4"4'-0"6'-5" 4 ' - 8 " 4 ' - 0 " 5 ' - 7 " 4 ' - 0 " 3 ' - 6 " 1 ' - 5 " 7'- 1 0 " 4'-0"6'-5"4'-0"4'-0"6'-5" U P 6'-5" C . B O F F I C E 1 0 9 1 2 ' - 7 x 2 0 ' - 3 2 5 6 S F OFFICE12112'-0x16'-9200 SF OFFICE11012'-3x16'-9205 SF OFFICE11114'-3x20'-0277SFOFFICE12014'-3x20'-0277 SF V E S T I B U L E 6'-5"3'-4"11'-5"6'-5"3'-4" 6'-7" 2'-8" 9 ' - 5 " 9 ' - 5 " 6 ' - 1 " 6 ' - 1 " 6 ' - 3 " 3'-6" 1 ' - 5 " 6 ' - 4 " N E W X E X I S T I N G A 2 . 0 1 C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 751 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION F L O O R P L A N 0 1 F L O O R P L A N L E V E L 1 S C A L E : 1 / 8 " = 1 ' - 0 " L E V E L 1 P L A N N O R T H L V L 1 G S F 2 4 1 4 1 0 2 0 5 1 0 2 0 0 2 9 ' - 4 " 3 1 ' - 1 0 " 3 0 ' - 2 " 2 9 ' - 0 " 3 3 ' - 0 " 2 8 ' - 2 " 2 ' - 0 " 6'-0"17'-2"18'-10"17'-2" 59'-2" 8'-0"6'-0" 6'-10" 7'-4" 9'-1" O F F I C E 2 0 1 1 5 X 1 6 2 4 5 S F D N S T A I R 2 O F F I C E 2 0 2 1 5 X 1 6 2 4 9 S F O F F I C E 2 0 7 1 6 X 2 0 3 1 2 S F O F F I C E 2 0 3 1 0 X 1 7 1 6 6 S F O F F I C E 2 0 4 1 0 X 1 6 1 7 2 S F O F F I C E 2 0 5 1 1 X 1 3 1 4 0 S F O F F I C E 2 0 6 9 X 1 5 O F F I C E 2 1 6 9 X 1 1 O F F I C E 2 0 8 9 X 1 1 O F F I C E 2 0 9 8 X 1 3 8 2 S F O F F I C E 2 1 0 1 0 X 1 2 1 1 7 S F O F F I C E 2 1 1 1 0 X 1 2 1 2 3 S F O F F I C E 2 1 2 1 4 X 1 4 1 9 6 S F O F F I C E 2 1 3 1 4 X 1 4 1 9 6 S F C O N F E R E N C E R O O M 2 1 5 1 1 X 2 2 2 5 0 S F 1 2 3 4 5 6 7 6 9 ' - 1 1 " 1 6 1 ' - 3 3 4 " O F F I C E 2 1 7 1 2 ' - 8 x 1 0 ' - 1 0 1 3 7 S F O F F I C E 2 1 9 1 2 ' - 8 x 9 ' - 0 1 1 4 S F O F F I C E 2 1 8 2 0 X 1 0 2 0 0 S F O F F I C E 2 2 0 2 0 X 1 0 2 0 0 S F C O R R I D O R 2 1 6 U P S T A I R 3 GHJK ABCDEF 4'-0" 4 ' - 8 " 4 ' - 0 " 5 ' - 7 " 4 ' - 0 " 3 ' - 6 " 4 ' - 0 " 1 2 ' - 5 " 4 ' - 0 " 6'-5"4'-0"6'-5"4'-0"41'- 9 " 9 1 ' - 4 " 9'-1"8'-0"6'-0"8'-9"30'-10"6'-1"4'-0"10'-8" 4 ' - 4 " 4 ' - 0 " 5 ' - 5 " 4 ' - 0 " 5 ' - 9 " 4 ' - 0 " 4 ' - 1 " 6 ' - 5 " 4 ' - 0 " 6'-5"4'-0"6'-4"4'-0"6'-5"4'-0"6'-1" 3 1 ' - 7 " 37'-7"62'-8" D O W N O F F I C E 2 1 6 1 4 X 1 4 1 6 5 S F O F F I C E 2 1 4 1 4 X 1 4 1 3 0 S F O F F I C E 2 2 1 12' - 0 x 1 6 ' - 9 2 0 0 S F O F F I C E 2 2 2 12' - 3 x 1 6 ' - 9 2 0 5 S F OFFICE22314'-3x20'-02787SFOFFICE22414'-3x20'-0277 SF C . B 6'-7" 2'-8" 6 ' - 1 " 5 ' - 8 " 6 ' - 1 " 3'-6" 9 ' - 1 " 9 ' - 1 " R A I L 7 " 4 ' - 0 " 7 " O P E N T O B E L O W N E W X E X I S T I N G A 2 . 0 2 C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 751 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION F L O O R P L A N L E V E L 2 0 1 F L O O R P L A N L E V E L 2 S C A L E : 1 / 8 " = 1 ' - 0 " P L A N L V L 2 G S F 2 4 1 4 1 0 2 0 5 1 0 2 0 0 100'-0" (NOM.)LEVEL 1 112'-0" (NOM.)LEVEL 2 122'-0" (NOM.)TOP PLATE 133'-0" (NOM.)TOP PLATE33'-0" S T - 1 B K - 1 P T - 1 B K - 1 R F - 2 P T - 1 S T - 1 P T - 1 B K - 1 S T - 1 100'-0" (NOM.)LEVEL 1 112'-0" (NOM.)LEVEL 2 122'-0" (NOM.)TOP PLATE 133'-0" (NOM.)HIGH POINT33'-7"ST-1BK-1PT-1 B K - 1 R F - 2 P T - 1 S T - 2 P T - 1 S T - 1 S C - 1 B K - 1 P T - 1 S T - 1 EL E C 10 6 OF F I C E 10 8 11 X 2 0 25 0 S F SEATING AREA 131 8X20 152 SF ST A I R 2 OFFICE 101 14X21 294 SF OF F I C E 10 2 14 X 2 1 29 0 S F OF F I C E 10 3 11 X 1 5 17 0 S F OF F I C E 10 4 11 X 1 5 17 0 S F OF F I C E 10 5 10 X 1 5 14 7 S F 1/ 2 W A L L 1/ 2 W A L L UC REF UC ICE UC WINE BR E A K R O O M 13 2 12 x 1 1 11 4 S F OF F I C E 13 5 11 X 1 0 11 1 S F OF F I C E 10 7 11 X 1 1 12 6 S F EX I S T EL E V . UP C. B OF F I C E 10 9 12 ' - 7 x 2 0 ' - 3 25 6 S F OF F I C E 11 0 OF F I C E 11 1 6 ' - 7 " 2 ' - 8 " 9' - 5 " 9' - 5 " 6' - 1 " 6' - 1 " 6' - 3 " 3 ' - 6 " 37 ' - 7 " 8 ' - 9 " 31 ' - 7 " 1 3 0 1 4 X 1 5 2 2 0 S F 1 8 8 S F 1 8 8 S F 1 2 4 S F 1 1 2 S F 1 2 9 1 6 X 1 5 2 1 9 S F O F F I C E 1 2 3 2 0 X 1 0 2 0 0 S F O F F I C E 1 2 2 2 0 X 1 0 2 0 0 S F O F F I C E 1 2 1 1 2 ' - 0 x 1 6 ' - 9 2 0 0 S F OFFICE12014'-3x20'-0277 SF V E S T I B U L E 3 9 ' - 0 " 9 ' - 2 " 2 1 ' - 1 0 " 4'-0" 6'-10" A 4 . 0 1 C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 751 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 1 N E W E L E V A T I O N - S I D E T O W A R D T H E C R E E K S C A L E : 1 / 8 " = 1 ' - 0 " 1 0 2 0 5 1 0 2 0 0 7 7 1 E . S O U T H L A K E E L E V A T I O N S - B L D G . A D D I T I O N 0 2 N E W E L E V A T I O N - S I D E T O W A R D T H E P A R K I N G S C A L E : 1 / 8 " = 1 ' - 0 " 1 0 2 0 5 1 0 2 0 0 1 0 0 ' - 0 " ( N O M . ) L E V E L 1 1 1 2 ' - 0 " ( N O M . ) L E V E L 2 1 2 2 ' - 0 " ( N O M . ) T O P P L A T E 33'-0" 1 3 3 ' - 0 " ( N O M . ) H I G H P O I N T 1 2 9 ' - 3 " ( N O M . ) L O W P O I N T 1 0 0 ' - 0 " ( N O M . ) L E V E L 1 1 1 2 ' - 0 " ( N O M . ) L E V E L 2 1 2 2 ' - 0 " ( N O M . ) T O P P L A T E 1 3 3 ' - 0 " ( N O M . ) H I G H P O I N T 33'-0" 1 2 9 ' - 3 " ( N O M . ) L O W P O I N T B K - 1 S T - 1 P T - 1 B K - 1 S T - 2 R F - 2 P T - 1 A W - 1 S T - 1 B K - 1 MATERIAL LEGENDMATERIALCOLORNOTES:AW - 1DOOR AWNINGNOTE: ALUMINUM WINDOWS TO BE CLEAR ANODIZED.NOTE: ALL GLAZING TO BE TEMPERED GLASS. SOLARBAN 70 VISTACOOL GREY.NOTE: ALL HOLLOW METAL FRAMES, DOORS AND OVERHEAD DOORS TO BE PAINTED TO MATCH CORRESPONDING METAL WALL COLOR EXTERIOR MATERIAL CALCULATIONS - BUILDING 2MATERIALSSIDE ELEVATION (SOUTH)AREA S.F.PERCENTAGE REAR ELEVATION (EAST)FRONT ELEVATION (WEST)AREA S.F.PERCENTAGEAREA S.F.PERCENTAGE SIDE ELEVATION (NORTH)AREA S.F.PERCENTAGETOTAL AREADOORS & WINDOWSELEV. SQ. FOOTAGESTONE / BRICKAWNING (EXCLUSIVE OF DOORS & WINDOWS) T O T A L O F A L L E L E V A T I O N S A R E A S . F . P E R C E N T A G E PRIMARY / SECONDARY FACADEPRIMARY FACADESECONDARY FACADEN/A INTERIOR ADDITIONSECONDARY FACADE100%6 SQ FT 711 SQ FT 86 SQ FT 844 SQ FT717 SQ FT 10%85%84%01%BK - 1TYPICAL BRICK: ST-1CORNER STONE:TO MATCH EXISTINGPT - 1EXTERIOR PAINT:ST-2FIELD STONE:RF - 2ASPHALT ROOF SHINGLES TO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGNOT USEDNOT USEDNOT USEDNOT USED TO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGNOT USEDNOT USED 100%82%82%81%01%100%16%84%84%00%100%00%00%00%00% 1 0 0 % 1 6 % 8 4 % 8 3 % 0 1 % 6 SQ FT 1239 SQ FT 269 SQ FT 1514 SQ FT1245 SQ FT0 SQ FT 1234 SQ FT 240 SQ FT 1474 SQ FT1234 SQ FT0 SQ FT 0 SQ FT 0 SQ FT 0 SQ FT0 SQ FT 1 2 S Q F T 3 1 8 4 S Q F T 5 9 5 S Q F T 3 8 3 2 S Q F T 3 1 9 6 S Q F T C.B OFFICE 121 12'-0x16'-9 200 SF OFFICE 110 12'-3x16'-9 205 SF VESTIBULE 9'-2" 4' - 0 " 8' - 9 " OFFICE 14'-3x20'-0 OFFICE 14'-3x20'-0 30 ' - 1 0 " 1 0 2 0 5 1 0 2 0 0 7 7 1 E . S O U T H L A K E E L E V A T I O N S - B L D G . A D D I T I O N A 4 . 0 2 C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 751 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 1 F R O N T E L E V A T I O N S C A L E : 1 / 8 " = 1 ' - 0 " 0 2 R E A R E L E V A T I O N S C A L E : 1 / 8 " = 1 ' - 0 " 1 0 2 0 5 1 0 2 0 0 TOWARD THE CREEK100'-0" (NOM.)LEVEL 1 112'-0" (NOM.)LEVEL 2 122'-0" (NOM.)TOP PLATE 133'-0" (NOM.)TOP PLATE33'-0" S T - 1 B K - 1 P T - 1 B K - 1 R F - 2 P T - 1 S T - 1 P T - 1 B K - 1 S T - 1 TOWARD THE PARKING100'-0" (NOM.)LEVEL 1 112'-0" (NOM.)LEVEL 2 122'-0" (NOM.)TOP PLATE 133'-0" (NOM.)HIGH POINT33'-7"ST-1BK-1PT-1BK-1RF-2PT-1 B K - 1 S T - 2 P T - 1 S T - 1 S C - 1 B K - 1 P T - 1 S T - 1 1 0 2 0 5 1 0 2 0 0 7 7 1 E . S O U T H L A K E E L E V A T I O N S - B L D G . A D D I T I O N A 4 . 0 1 C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 751 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 1 N E W E L E V A T I O N - S I D E T O W A R D T H E C R E E K S C A L E : 1 / 8 " = 1 ' - 0 " 0 2 N E W E L E V A T I O N - S I D E T O W A R D T H E P A R K I N G S C A L E : 1 / 8 " = 1 ' - 0 " 1 0 2 0 5 1 0 2 0 0 1 0 0 ' - 0 " ( N O M . ) L E V E L 1 1 1 2 ' - 0 " ( N O M . ) L E V E L 2 1 2 2 ' - 0 " ( N O M . ) T O P P L A T E 33'-0" 1 3 3 ' - 0 " ( N O M . ) H I G H P O I N T 1 2 9 ' - 3 " ( N O M . ) L O W P O I N T 1 0 0 ' - 0 " ( N O M . ) L E V E L 1 1 1 2 ' - 0 " ( N O M . ) L E V E L 2 1 2 2 ' - 0 " ( N O M . ) T O P P L A T E 1 3 3 ' - 0 " ( N O M . ) H I G H P O I N T 33'-0" 1 2 9 ' - 3 " ( N O M . ) L O W P O I N T B K - 1 S T - 1 P T - 1 B K - 1 S T - 2 R F - 2 P T - 1 A W - 1 S T - 1 B K - 1 MATERIAL LEGENDMATERIALCOLORNOTES:AW - 1DOOR AWNINGNOTE: ALUMINUM WINDOWS TO BE CLEAR ANODIZED.NOTE: ALL GLAZING TO BE TEMPERED GLASS. SOLARBAN 70 VISTACOOL GREY.NOTE: ALL HOLLOW METAL FRAMES, DOORS AND OVERHEAD DOORS TO BE PAINTED TO MATCH CORRESPONDING METAL WALL COLOR EXTERIOR MATERIAL CALCULATIONS - BUILDING 2MATERIALSSIDE ELEVATION (SOUTH)AREA S.F.PERCENTAGE REAR ELEVATION (EAST)FRONT ELEVATION (WEST)AREA S.F.PERCENTAGEAREA S.F.PERCENTAGE SIDE ELEVATION (NORTH)AREA S.F.PERCENTAGETOTAL AREADOORS & WINDOWSELEV. SQ. FOOTAGESTONE / BRICKAWNING (EXCLUSIVE OF DOORS & WINDOWS) T O T A L O F A L L E L E V A T I O N S A R E A S . F . P E R C E N T A G E PRIMARY / SECONDARY FACADEPRIMARY FACADESECONDARY FACADEN/A INTERIOR ADDITIONSECONDARY FACADE100%6 SQ FT 711 SQ FT 86 SQ FT 844 SQ FT717 SQ FT 10%85%84%01%BK - 1TYPICAL BRICK: ST-1CORNER STONE:TO MATCH EXISTINGPT - 1EXTERIOR PAINT:ST-2FIELD STONE:RF - 2ASPHALT ROOF SHINGLES TO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGNOT USEDNOT USEDNOT USEDNOT USED TO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGTO MATCH EXISTINGNOT USEDNOT USED 100%82%82%81%01%100%16%84%84%00%100%00%00%00%00% 1 0 0 % 1 6 % 8 4 % 8 3 % 0 1 % 6 SQ FT 1239 SQ FT 269 SQ FT 1514 SQ FT1245 SQ FT0 SQ FT 1234 SQ FT 240 SQ FT 1474 SQ FT1234 SQ FT0 SQ FT 0 SQ FT 0 SQ FT 0 SQ FT0 SQ FT 1 2 S Q F T 3 1 8 4 S Q F T 5 9 5 S Q F T 3 8 3 2 S Q F T 3 1 9 6 S Q F T 1 0 2 0 5 1 0 2 0 0 7 7 1 E . S O U T H L A K E E L E V A T I O N S - B L D G . A D D I T I O N A 4 . 0 2 C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 751 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 1 F R O N T E L E V A T I O N S C A L E : 1 / 8 " = 1 ' - 0 " 0 2 R E A R E L E V A T I O N S C A L E : 1 / 8 " = 1 ' - 0 " 1 0 2 0 5 1 0 2 0 0 S 0 0 ° 1 8 ' 1 5 " E 1 0 7 2 . 9 1 ' M E A S . (S 00°16'41" E 1072.37' PLAT) S 00°18'15" E 803.24' MEAS. 10' DRAINAGE & UTILITYEASEMENT (PLAT)7.5' DRAINAGE & UTILITYEASEMENT (PLAT) EXISTING FIRE LANE T r a n s p l a n t e d ( 1 ) Q U E V I R T r a n s p l a n t e d ( 1 ) Q U E V I R 5 gal.(14) RHA CLA 4 " C a l . ( 3 ) Q U E S H U 5 gal.(28) ILE BUR 2 " C a l . ( 2 ) C E R C A N 2 " C a l . ( 2 ) P R U M E X 5 g a l . ( 1 2 ) H E S P A R 3 0 g a l . ( 1 ) L A G I N D 5 g a l . ( 1 6 ) I L E N A N 1011 0 2 1 0 3 105 104NOTE:NO LANDSCAPE PLANTINGSWITHIN 18" OF PARKINGLOT CURBS.TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLISHTURF IN ALL DISTURBED AREAS WITHOUT A PERMANENTIRRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN ALLDISTURBED AREAS AS IDENTIFIED ON GRADING AND EROSIONCONTROL PLANS. 4 9 9 4 9 9 T O T A L C A L I P E R I N C H E S 2 2 " 1 5 " 7 " T O T A L C A L I P E R I N C H E S P R E S E R V E D T O T A L C A L I P E R I N C H E S R E M O V E D 7 " B U I L D I N G P A D ( E X E M P T ) 0 " P A R K I N G L O T ( E X E M P T ) 0 " O T H E R ( N O N - E X E M P T ) ( 0 % ) ( 6 8 . 2 % ) ( 3 1 . 8 % ) 0 " R O A D S ( E X E M P T ) ( 3 1 . 8 % ) ( 0 % ) ( 0 % ) 4 9 9 SCALE: 1" = 10'-0" 0 9 / 1 6 / 2 0 W I T H T H E R E Q U I R E M E N T S O F T H E R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S . N O P E R S O N M A Y M A K E M O D I F I C A T I O N S T O T H I S E L E C T R O N I C D R A W I N G F I L E W I T H O U T T H E L A N D S C A P E A R C H I T E C T ' S E X P R E S S W R I T T E N P E R M I S S I O N . R E G I S T R A T I O N N U M B E R 2 6 7 2 O N 0 9 / 1 6 / 2 0 , W H O M A I N T A I N S T H E O R I G I N A L F I L E . T H I S E L E C T R O N I C D R A W I N G F I L E T H I S E L E C T R O N I C D R A W I N G F I L E I S R E L E A S E D U N D E R T H E A U T H O R I T Y O F G R E G C U P P E T T , L A N D S C A P E A R C H I T E C T M A Y B E U S E D A S A B A C K G R O U N D D R A W I N G . P U R S U A N T T O R U L E 3 . 1 0 3 ( F ) O F T H E R U L E S A N D R E G U L A T I O N S O F A S S U M E A L L R E S P O N S I B I L I T Y F O R A N Y M O D I F I C A T I O N T O O R U S E O F T H I S D R A W I N G F I L E T H A T I S I N C O N S I S T E N T T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S , T H E U S E R O F T H I S E L E C T R O N I C D R A W I N G F I L E A G R E E S T O 3020100 A L I C E N S E D I R R I G A T O R , C O M P L E T E W I T H R A I N A N D F R E E Z E S E N S O R S . S I T E S H A L L B E M A I N T A I N E D I N A C C O R D A N C E W I T H A R T I C L E 1 0 . 0 O F T H E S O U T H L A K E L A N D S C A P E O R D I N A N C E , 5 4 4 - A . S I T E W I L L B E I R R I G A T E D B Y A N A U T O M A T I C , U N D E R G R O U N D I R R I G A T I O N S Y S T E M D E S I G N E D B Y N O T E : L A N D S C A P E % O F A R E A I N O T H E R C O M M E N T S : * N O T E A N Y C R E D I T S U S E D I N C A L C U L A T I O N S : F R O N T O R S I D E A R E A P R O V I D E D R E Q U I R E D N / A 2 4 1 4 x . 5 = 1 , 2 0 7 N / A 2 1 2 7 A N N U A L C O L O R C A N O P Y A C C E N T G R O U N D C O V E R T R E E S S H R U B S T R E E S ( S Q . F T . ) 5 2 1 8 1 3 0 7 0 3 9 3 5 ( S Q . F T . ) 2 4 2 7 S U M M A R Y C H A R T - I N T E R I O R L A N D S C A P E O T H E R C O M M E N T S : W I D T H / T Y P E ( P R O P O S E D D E V E L O P M E N T B A S E D O N C U R R E N T A N D S U R R O U N D I N G Z O N I N G ) S U M M A R Y C H A R T - B U F F E R Y A R D S P R O V I D E D E A S T S O U T H N / A R E Q U I R E D P R O V I D E D W E S T B A S E L I N E L E N G T H O F L O C A T I O N / N / A L E N G T H R E Q U I R E D P R O V I D E D N / A R E Q U I R E D / B U F F E R Y A R D H E I G H T A N D M A T E R I A L F E N C E / S C R E E N I N G C A N O P Y T R E E S S H R U B S 0 0 0 T R E E S A C C E N T T O T A L S 0 0 0 N O R T H P R O V I D E D R E Q U I R E D N / A N / A R E Q U I R E D N / A 0 0 0 0 0 0 0 0 P R O V I D E D N / A N / A 0 0 0 0 0 0 0 0 0 0 0 0 P A R K I N G L O T L A N D S C A P I N G C I T Y O F S O U T H L A K E ( P R O P O S E D D E V E L O P M E N T B A S E D O N C U R R E N T A N D S U R R O U N D I N G Z O N I N G ) ( 5 0 % ) T R E E S C O D E Q T Y B O T A N I C A L N A M E C O M M O N N A M E S I Z E H E I G H T S P A C I N G R E M A R K S C E R C A N 2 C e r c i s c a n a d e n s i s E a s t e r n R e d b u d 2 " C a l . 8 ` A s S h o w n S i n g l e S t r a i g h t T r u n k L A G I N D 1 L a g e r s t r o e m i a i n d i c a C r a p e M y r t l e 3 0 g a l . 8 ` A s S h o w n 3 t o 5 c a n e s P R U M E X 2 P r u n u s m e x i c a n a M e x i c a n P l u m 2 " C a l . 8 ` A s S h o w n S i n g l e S t r a i g h t T r u n k Q U E S H U 3 Q u e r c u s s h u m a r d i i S h u m a r d R e d O a k 4 " C a l . 1 2 ` H e i g h t M i n A s S h o w n B & B , S i n g l e S t r a i g h t T r u n k Q U E V I R 2 Q u e r c u s v i r g i n i a n a S o u t h e r n L i v e O a k T r a n s p l a n t e d A s S h o w n R e l o c a t e d , S i n g l e S t r a i g h t T r u n k , M i n 2 " C a l . S H R U B S C O D E Q T Y B O T A N I C A L N A M E C O M M O N N A M E S I Z E H E I G H T S P A C I N G R E M A R K S H E S P A R 1 2 H e s p e r a l o e p a r v i f l o r a R e d Y u c c a 5 g a l . 1 8 " - 2 4 " 3 6 " O . C . F u l l T o p , M a t u r e R o o t S y s t e m , N o t R o o t B o u n d I L E B U R 2 8 I l e x c o r n u t a ` B u r f o r d i i N a n a ` D w a r f B u r f o r d H o l l y 5 g a l . 1 8 " - 2 4 " 3 6 " O . C . I L E N A N 1 6 I l e x v o m i t o r i a ` N a n a ` D w a r f Y a u p o n 5 g a l . 1 8 " - 2 4 " 3 6 " O . C . F u l l T o p , M a t u r e R o o t S y s t e m , N o t R o o t B o u n d R H A C L A 1 4 R h a p h i o l e p i s i n d i c a ` C l a r a ` C l a r a I n d i a n H a w t h o r n 5 g a l . 1 8 " - 2 4 " 3 6 " O . C . F u l l T o p , M a t u r e R o o t S y s t e m , N o t R o o t B o u n d G R O U N D C O V E R S C O D E Q T Y B O T A N I C A L N A M E C O M M O N N A M E S I Z E H E I G H T S P A C I N G R E M A R K S C Y N D A C 1 , 7 0 7 s f C y n o d o n d a c t y l o n B e r m u d a G r a s s S o l i d S o d L I R R O Y 7 6 s f L i r i o p e m u s c a r i ` R o y a l P u r p l e ` R o y a l P u r p l e L i l y t u r f 4 " p o t s 1 2 " O . C . N A S P O N 5 2 s f N a s s e l l a t e n u i s s i m a ` P o n y T a i l s ` M e x i c a n F e a t h e r g r a s s 1 g a l . 1 8 " O . C . S E A C A N 2 7 s f S e a s o n a l C o l o r S e a s o n a l C o l o r S e a s o n a l C o l o r 4 " p o t s 1 2 " O . C . T R A A S I 2 6 5 s f T r a c h e l o s p e r m u m a s i a t i c u m A s i a n J a s m i n e 4 " p o t s 1 2 " O . C . P L A N T S C H E D U L E N O T E : D U E T O E A S E M E N T S A N D O T H E R S I T E C O N S T R A I N T S , S O M E P L A N T M A T E R I A L I S P L A C E D I N L O C A T I O N S O T H E R T H A N T H E S P E C I F I C B U F F E R Y A R D S O R R E Q U I R E D A R E A S . - - - % P A R K I N G B E T W E E N B U I L D I N G & R O W = L E S S T H A N 2 5 % . R E Q U I R E S 1 5 S F / S T A L L . - - - 1 7 S T A L L S X 1 5 = 2 5 5 S F R E Q U I R E D P A R K I N G L O T L A N D S C A P I N G . - - - 4 2 4 S F P A R K I N G L O T L A N D S C A P I N G P R O V I D E D . P L A N T I N G N O T E S : 1 . P L A N T S I Z E , T Y P E , A N D C O N D I T I O N S U B J E C T T O A P P R O V A L O F O W N E R ' S R E P R E S E N T A T I V E . 2 . A L L P L A N T M A T E R I A L T O B E N U R S E R Y G R O W N S T O C K . 3 . C O N T R A C T O R R E S P O N S I B L E F O R M A I N T E N A N C E O F A L L P L A N T M A T E R I A L U N T I L P R O J E C T A C C E P T A N C E . 4 . A L L C O N T A I N E R G R O W N P L A N T S T O H A V E F U L L , V I G O R O U S R O O T S Y S T E M , C O M P L E T E L Y E N C O M P A S S I N G C O N T A I N E R . 5 . A L L P L A N T S W E L L R O U N D E D A N D F U L L Y B R A N C H E D . A L L T R E E S W I T H S P R E A D 2 / 3 O F H E I G H T . 6 . C O N T R A C T O R T O P R O V I D E O W N E R W I T H P R E F E R R E D M A I N T E N A N C E S C H E D U L E O F A L L P L A N T S A N D L A W N S . 7 . M A I N T A I N / P R O T E C T V I S I B I L I T Y T R I A N G L E W I T H P L A N T M A T E R I A L P E R C I T Y S T A N D A R D S A T A L L E N T R A N C E S T O S I T E . 8 . P R E P E N T I R E W I D T H O F A L L D E F I N E D P L A N T I N G B E D S W I T H M I X A S O U T L I N E D I N S P E C S . W H E R E S H R U B S A R E L O C A T E D A L O N G C U R B , S E T S H R U B S B A C K F R O M C U R B 3 F T . 9 . S E E D E T A I L S H E E T L - 8 F O R P L A N T I N G D E T A I L S . 1 0 . C O N T R A C T O R R E S P O N S I B L E F O R L O C A T I O N O F A L L U T I L I T I E S , I N C L U D I N G B U T N O T L I M I T E D T O T E L E P H O N E , T E L E C A B L E , E L E C T R I C , G A S , W A T E R A N D S E W E R . A N Y D A M A G E T O U T I L I T I E S T O B E R E P A I R E D B Y C O N T R A C T O R A T N O C O S T T O O W N E R . 1 1 . E X I S T I N G T R E E S A R E S H O W N T O R E M A I N , C O N T R A C T O R S H A L L P R U N E W I T H A P P R O V A L O F O W N E R A N D C I T Y A R B O R I S T . W O R K T O I N C L U D E R E M O V A L O F A L L S U C K E R G R O W T H ; D E A D A N D D I S E A S E D B R A N C H E S A N D L I M B S ; V I N E S , B R I A R S A N D O T H E R I N V A S I V E G R O W T H ; A N D A L L I N T E R F E R I N G B R A N C H E S , A S W E L L A S B R A N C H E S T H A T O B S T R U C T S I G N V I S I B I L I T Y . M A K E A L L C U T S F L U S H T O R E M A I N I N G L I M B . R E T A I N N A T U R A L S H A P E O F P L A N T . A L L W O R K S U B J E C T T O A P P R O V A L O F O W N E R ' S R E P R E S E N T A T I V E . 1 2 . Q U A N T I T I E S A R E P R O V I D E D A S A C O U R T E S Y A N D N O T I N T E N D E D F O R B I D P U R P O S E S . C O N T R A C T O R T O V E R I F Y P R I O R T O P R I C I N G . 1 3 . I N S T A L L E D G I N G B E T W E E N L A W N A N D P L A N T I N G B E D S . R E F E R T O S P E C I F I C A T I O N S . F I L E A L L C O R N E R S S M O O T H . 1 4 . I N S T A L L C U R L E X B L A N K E T ( O R E Q U A L ) P E R M A N U F A C T U R E S I N S T R U C T I O N S O N A L L G R O U N D C O V E R / S H R U B B E D S W I T H A S L O P E O F 4 ; 1 O R G R E A T E R . 1 5 . A T T I M E O F P L A N P R E P A R A T I O N , S E A S O N A L P L A N T A V A I L A B I L I T Y C A N N O T B E D E T E R M I N E D . I T I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O S E C U R E A N D R E S E R V E A L L B & B P L A N T S W H E N A V A I L A B L E I N C A S E A C T U A L I N S T A L L A T I O N O C C U R S D U R I N G T H E O F F - S E A S O N . P U R C H A S E A N D H O L D B & B P L A N T S F O R L A T E S E A S O N I N S T A L L A T I O N . 1 6 . B E R M A L L P A R K I N G L O T I S L A N D S A S S H O W N O N E N C L O S E D D E T A I L S H E E T . ( B E R M S M A Y N O T B E S H O W N O N G R A D I N G P L A N . ) 1 7 . P R I O R T O T R E E P L A N T I N G , C O N T R A C T O R S H A L L S T A K E T R E E L O C A T I O N S F O R A P P R O V A L B Y O W N E R . 0 1 . A L L D I S T U R B E D , P R E V I O U S L Y E X I S T I N G Q U A N T I T I E S O F T R E E S , S H R U B S A N D G R O U N D C O V E R T O B E R E P L A C E D . 5 N O T E : I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O C O N F I R M T R E E C A L I P E R M E A S U R E M E N T H E I G H T A B O V E G R A D E A S R E Q U I R E D B Y C I T Y . C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o M e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 2414 SF FOOTPRINT ( S 0 0 ° 1 6 ' 4 1 " E 1 0 7 2 . 3 7 ' P L A T ) S 0 0 ° 1 8 ' 1 5 " E 1 0 7 2 . 9 1 ' M E A S . EXISTING - BL D G . 2 EXISTING - BLDG. 1TWO STOR Y MAX HEIGHT 3 3 ' - 7 " 8,778 GSF ONE STORY6,294 GSF Z E N A R U C K E R R O A D ( V A R I A B L E W I D T H R I G H T - O F - W A Y ) L O T S 2 R & 4 , B L O C K 1 , P E C A N C R E E K C A B . A , S L D . 1 0 9 5 6 L O T 4 B L O C K 1 N 87°49'58" E 206.48' PLATN 18°23'30" W 533.69' MEAS (S 00°16'41" E 1072.37' PLAT) S 00°18'15" E 803.24' MEAS. (533.72' PLAT)LOT 2RBLOCK 1LOTS 2R & 4, BLOCK 1, PECAN CREEKCAB. A, SLD. 10956 P.R.T.C.T.(VARIABLE WIDTH RIGHT-OF-WAY)(F.M. HIGHWAY 1709) N 0 0 ° 2 7 ' 5 4 " W 2 8 8 . 4 4 ' M E A S . (N 00°24'50" W 558.06' P L A T ) 1 4 ' C O M M O N A C C E S S E A S E M E N T ( P L A T ) 1 0 ' U T I L I T Y E A S E M E N T E A S E M E N T ( P L A T ) 10' DRAINAGE & UTILITYEASEMENT (PLAT)7.5' DRAINAGE & UTILITYEASEMENT (PLAT) 1 0 ' X 1 5 ' U T I L I T Y E A S E M E N T ( P L A T ) 2 0 ' U T I L I T Y E A S E M E N T V O L . 1 2 8 0 5 , P G . 6 7 1 D . R . T . C . T . 10' ELECTRIC EASEMENTINST. NO. D212298329,O.P.R.T.C.T. R U C K E R F A M I L Y L I M I T E D P A R T N E R S H I P V O L . 1 0 4 3 2 , P G . 1 1 6 6 D . R . T . C . T . L O T 1 , B L O C K A , Z E L D A O F F I C E S I N S T . N O . D 2 1 3 1 5 9 3 7 1 , O . P . R . T . C . T . 1 2 ' U T I L I T Y A N D A C C E S S E A S E M E N T , V O L . 1 3 2 7 9 , P G . 5 5 7 , & V O L . 1 3 3 7 8 , P G . 1 6 4 , D . 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 I N S T . N O . D 2 1 5 1 2 0 4 7 8 , O . P . R . T . C . T . R U C K E R F A M I L Y L I M I T E D P A R T N E R S H I P V O L . 1 0 4 3 2 , P G . 1 1 6 6 D . R . T . C . T . 10' TRI-COUNTYELECTRIC EASEMENTINST. NO. D212298329,O.P.R.T.C.T.TRAC T 1 74,895 SQ . F T . O R 1.719 OF A N A C R E 10' UTILITY EASEMENTVOL. 12805, PG. 671, D.R.T.C.T.(AS SHOWN ON PLAT)LOT 9O.W KNIG H T NO. 899 ADD I T I O N CABINET A SLIDE 465 0 P.R.T.C.T.EXISTING FIRE LAN E EXISTING FIRE LAN E EXISTINGDUMPSTER EXISTING FIRE LANEEXISTING FIRE LANE EXISTING FIRE LANE EXISTING FIRE LANE S C A L E : 1 " = 3 0 ' - 0 " 9 0 6 0 3 0 0 S I T E E N L A R G E M E N T C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 9 / 1 6 / 2 0 W I T H T H E R E Q U I R E M E N T S O F T H E R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S . N O P E R S O N M A Y M A K E M O D I F I C A T I O N S T O T H I S E L E C T R O N I C D R A W I N G F I L E W I T H O U T T H E L A N D S C A P E A R C H I T E C T ' S E X P R E S S W R I T T E N P E R M I S S I O N . R E G I S T R A T I O N N U M B E R 2 6 7 2 O N 0 9 / 1 6 / 2 0 , W H O M A I N T A I N S T H E O R I G I N A L F I L E . T H I S E L E C T R O N I C D R A W I N G F I L E T H I S E L E C T R O N I C D R A W I N G F I L E I S R E L E A S E D U N D E R T H E A U T H O R I T Y O F G R E G C U P P E T T , L A N D S C A P E A R C H I T E C T M A Y B E U S E D A S A B A C K G R O U N D D R A W I N G . P U R S U A N T T O R U L E 3 . 1 0 3 ( F ) O F T H E R U L E S A N D R E G U L A T I O N S O F A S S U M E A L L R E S P O N S I B I L I T Y F O R A N Y M O D I F I C A T I O N T O O R U S E O F T H I S D R A W I N G F I L E T H A T I S I N C O N S I S T E N T T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S , T H E U S E R O F T H I S E L E C T R O N I C D R A W I N G F I L E A G R E E S T O S 0 0 ° 1 8 ' 1 5 " E 1 0 7 2 . 9 1 ' M E A S . (S 00°16'41" E 1072.37' PLAT) S 00°18'15" E 803.24' MEAS. 10' DRAINAGE & UTILITYEASEMENT (PLAT)7.5' DRAINAGE & UTILITYEASEMENT (PLAT) EXISTING FIRE LANE T r a n s p l a n t e d ( 1 ) Q U E V I R T r a n s p l a n t e d ( 1 ) Q U E V I R 5 gal.(14) RHA CLA 4 " C a l . ( 3 ) Q U E S H U 5 gal.(28) ILE BUR 2 " C a l . ( 2 ) C E R C A N 2 " C a l . ( 2 ) P R U M E X 5 g a l . ( 1 2 ) H E S P A R 3 0 g a l . ( 1 ) L A G I N D 1011 0 2 1 0 3 105 104 5 g a l . ( 1 6 ) I L E N A N NOTE:NO LANDSCAPE PLANTINGSWITHIN 18" OF PARKINGLOT CURBS.TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLISHTURF IN ALL DISTURBED AREAS WITHOUT A PERMANENTIRRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN ALLDISTURBED AREAS AS IDENTIFIED ON GRADING AND EROSIONCONTROL PLANS. 4 9 9 4 9 9 T O T A L C A L I P E R I N C H E S 2 2 " 1 5 " 7 " T O T A L C A L I P E R I N C H E S P R E S E R V E D T O T A L C A L I P E R I N C H E S R E M O V E D 7 " B U I L D I N G P A D ( E X E M P T ) 0 " P A R K I N G L O T ( E X E M P T ) 0 " O T H E R ( N O N - E X E M P T ) ( 0 % ) ( 6 8 . 2 % ) ( 3 1 . 8 % ) 0 " R O A D S ( E X E M P T ) ( 3 1 . 8 % ) ( 0 % ) ( 0 % ) 4 9 9 SCALE: 1" = 10'-0" 0 9 / 1 6 / 2 0 W I T H T H E R E Q U I R E M E N T S O F T H E R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S . N O P E R S O N M A Y M A K E M O D I F I C A T I O N S T O T H I S E L E C T R O N I C D R A W I N G F I L E W I T H O U T T H E L A N D S C A P E A R C H I T E C T ' S E X P R E S S W R I T T E N P E R M I S S I O N . R E G I S T R A T I O N N U M B E R 2 6 7 2 O N 0 9 / 1 6 / 2 0 , W H O M A I N T A I N S T H E O R I G I N A L F I L E . T H I S E L E C T R O N I C D R A W I N G F I L E T H I S E L E C T R O N I C D R A W I N G F I L E I S R E L E A S E D U N D E R T H E A U T H O R I T Y O F G R E G C U P P E T T , L A N D S C A P E A R C H I T E C T M A Y B E U S E D A S A B A C K G R O U N D D R A W I N G . P U R S U A N T T O R U L E 3 . 1 0 3 ( F ) O F T H E R U L E S A N D R E G U L A T I O N S O F A S S U M E A L L R E S P O N S I B I L I T Y F O R A N Y M O D I F I C A T I O N T O O R U S E O F T H I S D R A W I N G F I L E T H A T I S I N C O N S I S T E N T T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S , T H E U S E R O F T H I S E L E C T R O N I C D R A W I N G F I L E A G R E E S T O 3020100 A L I C E N S E D I R R I G A T O R , C O M P L E T E W I T H R A I N A N D F R E E Z E S E N S O R S . S I T E S H A L L B E M A I N T A I N E D I N A C C O R D A N C E W I T H A R T I C L E 1 0 . 0 O F T H E S O U T H L A K E L A N D S C A P E O R D I N A N C E , 5 4 4 - A . S I T E W I L L B E I R R I G A T E D B Y A N A U T O M A T I C , U N D E R G R O U N D I R R I G A T I O N S Y S T E M D E S I G N E D B Y N O T E : L A N D S C A P E % O F A R E A I N O T H E R C O M M E N T S : * N O T E A N Y C R E D I T S U S E D I N C A L C U L A T I O N S : F R O N T O R S I D E A R E A P R O V I D E D R E Q U I R E D N / A 2 4 1 4 x . 5 = 1 , 2 0 7 N / A 2 1 2 7 A N N U A L C O L O R C A N O P Y A C C E N T G R O U N D C O V E R T R E E S S H R U B S T R E E S ( S Q . F T . ) 5 2 1 8 1 3 0 7 0 3 9 3 5 ( S Q . F T . ) 2 4 2 7 S U M M A R Y C H A R T - I N T E R I O R L A N D S C A P E O T H E R C O M M E N T S : W I D T H / T Y P E ( P R O P O S E D D E V E L O P M E N T B A S E D O N C U R R E N T A N D S U R R O U N D I N G Z O N I N G ) S U M M A R Y C H A R T - B U F F E R Y A R D S P R O V I D E D E A S T S O U T H N / A R E Q U I R E D P R O V I D E D W E S T B A S E L I N E L E N G T H O F L O C A T I O N / N / A L E N G T H R E Q U I R E D P R O V I D E D N / A R E Q U I R E D / B U F F E R Y A R D H E I G H T A N D M A T E R I A L F E N C E / S C R E E N I N G C A N O P Y T R E E S S H R U B S 0 0 0 T R E E S A C C E N T T O T A L S 0 0 0 N O R T H P R O V I D E D R E Q U I R E D N / A N / A R E Q U I R E D N / A 0 0 0 0 0 0 0 0 P R O V I D E D N / A N / A 0 0 0 0 0 0 0 0 0 0 0 0 P A R K I N G L O T L A N D S C A P I N G C I T Y O F S O U T H L A K E ( P R O P O S E D D E V E L O P M E N T B A S E D O N C U R R E N T A N D S U R R O U N D I N G Z O N I N G ) ( 5 0 % ) T R E E S C O D E Q T Y B O T A N I C A L N A M E C O M M O N N A M E S I Z E H E I G H T S P A C I N G R E M A R K S C E R C A N 2 C e r c i s c a n a d e n s i s E a s t e r n R e d b u d 2 " C a l . 8 ` A s S h o w n S i n g l e S t r a i g h t T r u n k L A G I N D 1 L a g e r s t r o e m i a i n d i c a C r a p e M y r t l e 3 0 g a l . 8 ` A s S h o w n 3 t o 5 c a n e s P R U M E X 2 P r u n u s m e x i c a n a M e x i c a n P l u m 2 " C a l . 8 ` A s S h o w n S i n g l e S t r a i g h t T r u n k Q U E S H U 3 Q u e r c u s s h u m a r d i i S h u m a r d R e d O a k 4 " C a l . 1 2 ` H e i g h t M i n A s S h o w n B & B , S i n g l e S t r a i g h t T r u n k Q U E V I R 2 Q u e r c u s v i r g i n i a n a S o u t h e r n L i v e O a k T r a n s p l a n t e d A s S h o w n R e l o c a t e d , S i n g l e S t r a i g h t T r u n k , M i n 2 " C a l . S H R U B S C O D E Q T Y B O T A N I C A L N A M E C O M M O N N A M E S I Z E H E I G H T S P A C I N G R E M A R K S H E S P A R 1 2 H e s p e r a l o e p a r v i f l o r a R e d Y u c c a 5 g a l . 1 8 " - 2 4 " 3 6 " O . C . F u l l T o p , M a t u r e R o o t S y s t e m , N o t R o o t B o u n d I L E B U R 2 8 I l e x c o r n u t a ` B u r f o r d i i N a n a ` D w a r f B u r f o r d H o l l y 5 g a l . 1 8 " - 2 4 " 3 6 " O . C . I L E N A N 1 6 I l e x v o m i t o r i a ` N a n a ` D w a r f Y a u p o n 5 g a l . 1 8 " - 2 4 " 3 6 " O . C . F u l l T o p , M a t u r e R o o t S y s t e m , N o t R o o t B o u n d R H A C L A 1 4 R h a p h i o l e p i s i n d i c a ` C l a r a ` C l a r a I n d i a n H a w t h o r n 5 g a l . 1 8 " - 2 4 " 3 6 " O . C . F u l l T o p , M a t u r e R o o t S y s t e m , N o t R o o t B o u n d G R O U N D C O V E R S C O D E Q T Y B O T A N I C A L N A M E C O M M O N N A M E S I Z E H E I G H T S P A C I N G R E M A R K S C Y N D A C 1 , 7 0 7 s f C y n o d o n d a c t y l o n B e r m u d a G r a s s S o l i d S o d L I R R O Y 7 6 s f L i r i o p e m u s c a r i ` R o y a l P u r p l e ` R o y a l P u r p l e L i l y t u r f 4 " p o t s 1 2 " O . C . N A S P O N 5 2 s f N a s s e l l a t e n u i s s i m a ` P o n y T a i l s ` M e x i c a n F e a t h e r g r a s s 1 g a l . 1 8 " O . C . S E A C A N 2 7 s f S e a s o n a l C o l o r S e a s o n a l C o l o r S e a s o n a l C o l o r 4 " p o t s 1 2 " O . C . T R A A S I 2 6 5 s f T r a c h e l o s p e r m u m a s i a t i c u m A s i a n J a s m i n e 4 " p o t s 1 2 " O . C . P L A N T S C H E D U L E N O T E : D U E T O E A S E M E N T S A N D O T H E R S I T E C O N S T R A I N T S , S O M E P L A N T M A T E R I A L I S P L A C E D I N L O C A T I O N S O T H E R T H A N T H E S P E C I F I C B U F F E R Y A R D S O R R E Q U I R E D A R E A S . - - - % P A R K I N G B E T W E E N B U I L D I N G & R O W = L E S S T H A N 2 5 % . R E Q U I R E S 1 5 S F / S T A L L . - - - 1 7 S T A L L S X 1 5 = 2 5 5 S F R E Q U I R E D P A R K I N G L O T L A N D S C A P I N G . - - - 4 2 4 S F P A R K I N G L O T L A N D S C A P I N G P R O V I D E D . P L A N T I N G N O T E S : 1 . P L A N T S I Z E , T Y P E , A N D C O N D I T I O N S U B J E C T T O A P P R O V A L O F O W N E R ' S R E P R E S E N T A T I V E . 2 . A L L P L A N T M A T E R I A L T O B E N U R S E R Y G R O W N S T O C K . 3 . C O N T R A C T O R R E S P O N S I B L E F O R M A I N T E N A N C E O F A L L P L A N T M A T E R I A L U N T I L P R O J E C T A C C E P T A N C E . 4 . A L L C O N T A I N E R G R O W N P L A N T S T O H A V E F U L L , V I G O R O U S R O O T S Y S T E M , C O M P L E T E L Y E N C O M P A S S I N G C O N T A I N E R . 5 . A L L P L A N T S W E L L R O U N D E D A N D F U L L Y B R A N C H E D . A L L T R E E S W I T H S P R E A D 2 / 3 O F H E I G H T . 6 . C O N T R A C T O R T O P R O V I D E O W N E R W I T H P R E F E R R E D M A I N T E N A N C E S C H E D U L E O F A L L P L A N T S A N D L A W N S . 7 . M A I N T A I N / P R O T E C T V I S I B I L I T Y T R I A N G L E W I T H P L A N T M A T E R I A L P E R C I T Y S T A N D A R D S A T A L L E N T R A N C E S T O S I T E . 8 . P R E P E N T I R E W I D T H O F A L L D E F I N E D P L A N T I N G B E D S W I T H M I X A S O U T L I N E D I N S P E C S . W H E R E S H R U B S A R E L O C A T E D A L O N G C U R B , S E T S H R U B S B A C K F R O M C U R B 3 F T . 9 . S E E D E T A I L S H E E T L - 8 F O R P L A N T I N G D E T A I L S . 1 0 . C O N T R A C T O R R E S P O N S I B L E F O R L O C A T I O N O F A L L U T I L I T I E S , I N C L U D I N G B U T N O T L I M I T E D T O T E L E P H O N E , T E L E C A B L E , E L E C T R I C , G A S , W A T E R A N D S E W E R . A N Y D A M A G E T O U T I L I T I E S T O B E R E P A I R E D B Y C O N T R A C T O R A T N O C O S T T O O W N E R . 1 1 . E X I S T I N G T R E E S A R E S H O W N T O R E M A I N , C O N T R A C T O R S H A L L P R U N E W I T H A P P R O V A L O F O W N E R A N D C I T Y A R B O R I S T . W O R K T O I N C L U D E R E M O V A L O F A L L S U C K E R G R O W T H ; D E A D A N D D I S E A S E D B R A N C H E S A N D L I M B S ; V I N E S , B R I A R S A N D O T H E R I N V A S I V E G R O W T H ; A N D A L L I N T E R F E R I N G B R A N C H E S , A S W E L L A S B R A N C H E S T H A T O B S T R U C T S I G N V I S I B I L I T Y . M A K E A L L C U T S F L U S H T O R E M A I N I N G L I M B . R E T A I N N A T U R A L S H A P E O F P L A N T . A L L W O R K S U B J E C T T O A P P R O V A L O F O W N E R ' S R E P R E S E N T A T I V E . 1 2 . Q U A N T I T I E S A R E P R O V I D E D A S A C O U R T E S Y A N D N O T I N T E N D E D F O R B I D P U R P O S E S . C O N T R A C T O R T O V E R I F Y P R I O R T O P R I C I N G . 1 3 . I N S T A L L E D G I N G B E T W E E N L A W N A N D P L A N T I N G B E D S . R E F E R T O S P E C I F I C A T I O N S . F I L E A L L C O R N E R S S M O O T H . 1 4 . I N S T A L L C U R L E X B L A N K E T ( O R E Q U A L ) P E R M A N U F A C T U R E S I N S T R U C T I O N S O N A L L G R O U N D C O V E R / S H R U B B E D S W I T H A S L O P E O F 4 ; 1 O R G R E A T E R . 1 5 . A T T I M E O F P L A N P R E P A R A T I O N , S E A S O N A L P L A N T A V A I L A B I L I T Y C A N N O T B E D E T E R M I N E D . I T I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O S E C U R E A N D R E S E R V E A L L B & B P L A N T S W H E N A V A I L A B L E I N C A S E A C T U A L I N S T A L L A T I O N O C C U R S D U R I N G T H E O F F - S E A S O N . P U R C H A S E A N D H O L D B & B P L A N T S F O R L A T E S E A S O N I N S T A L L A T I O N . 1 6 . B E R M A L L P A R K I N G L O T I S L A N D S A S S H O W N O N E N C L O S E D D E T A I L S H E E T . ( B E R M S M A Y N O T B E S H O W N O N G R A D I N G P L A N . ) 1 7 . P R I O R T O T R E E P L A N T I N G , C O N T R A C T O R S H A L L S T A K E T R E E L O C A T I O N S F O R A P P R O V A L B Y O W N E R . 0 1 . A L L D I S T U R B E D , P R E V I O U S L Y E X I S T I N G Q U A N T I T I E S O F T R E E S , S H R U B S A N D G R O U N D C O V E R T O B E R E P L A C E D . 5 N O T E : I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O C O N F I R M T R E E C A L I P E R M E A S U R E M E N T H E I G H T A B O V E G R A D E A S R E Q U I R E D B Y C I T Y . C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 2414 SF FOOTPRINT W O O D S T A K E P O S T 2 " X 4 " X 5 ' 8 ' O . C . 6 ' C H A I N L I N K O R O R A N G E N Y L O N S A F E T Y F E N C I N G 3 6 " H T . S T A P L E T O P O S T S E X I S T I N G T R E E S C A L E : N O N E T R E E P R O T E C T I V E F E N C I N G S T E P 2 - C U T L I M B S T E P 1 - U N D E R C U T L I M B S T E P 3 - C U T S T U B A T C O L L A R T R E E P R U N I N G S C A L E : N O T T O S C A L E E X I S T I N G G R A D E U N D I S T U R B E D DRIP LINE C R I T I C A L R O O T Z O N E R O O T P R O T E C T I O N S C A L E : N O T T O S C A L E F A B R I C : O R A N G E C O L O R , P O L Y P R O P Y L E N E " S A F E T Y G R I D " A S M F D . B Y : T H E T E N S A R C O R P . - 1 . 3 " X 1 . 3 " O P E N I N G S T R E A T E D W O O D 2 " X 4 " P O S T N O T E : P R O P O S E D E X T E N T O F T R E E P R O T E C T I O N I S A P P R O V E D D U R I N G P L A N R E V I E W A N D M O D I F I C A T I O N W I L L R E Q U I R E A P P R O V A L O F C I T Y S T A F F . I N S T A L L F E N C E B E F O R E B E G I N N I N G A N Y W O R K O N T H E P R O J E C T S I T E E X C E P T S T A K I N G . I N S T A L L 6 F T O R A N G E V I N Y L P R O T E C T I V E F E N C E A T C R I T I C A L R O O T Z O N E - A L L P R E S E R V E D T R E E S . D O N O T P A R K O R D R I V E V E H I C L E S O R C O N S T R U C T I O N E Q U I P M E N T B E N E A T H D R I P L I N E . D O N O T M O D I F Y G R A D E B E N E A T H D R I P L I N E U N L E S S A P P R O V E D B Y C I T Y A R B O R I S T . D O N O T W A S H O U T C O N C R E T E T R U C K S O R S T O R E A N Y C O N S T R U C T I O N M A T E R I A L S B E N E A T H D R I P L I N E . F I N I S H G R A D E R O O T P R U N E A T B A C K O F P R O P O S E D C U R B / P A V E M E N T W I T H C O N C R E T E S A W O R O T H E R A P P R O V E D T O O L . 0 9 / 1 6 / 2 0 W I T H T H E R E Q U I R E M E N T S O F T H E R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S . N O P E R S O N M A Y M A K E M O D I F I C A T I O N S T O T H I S E L E C T R O N I C D R A W I N G F I L E W I T H O U T T H E L A N D S C A P E A R C H I T E C T ' S E X P R E S S W R I T T E N P E R M I S S I O N . R E G I S T R A T I O N N U M B E R 2 6 7 2 O N 0 9 / 1 6 / 2 0 , W H O M A I N T A I N S T H E O R I G I N A L F I L E . T H I S E L E C T R O N I C D R A W I N G F I L E T H I S E L E C T R O N I C D R A W I N G F I L E I S R E L E A S E D U N D E R T H E A U T H O R I T Y O F G R E G C U P P E T T , L A N D S C A P E A R C H I T E C T M A Y B E U S E D A S A B A C K G R O U N D D R A W I N G . P U R S U A N T T O R U L E 3 . 1 0 3 ( F ) O F T H E R U L E S A N D R E G U L A T I O N S O F A S S U M E A L L R E S P O N S I B I L I T Y F O R A N Y M O D I F I C A T I O N T O O R U S E O F T H I S D R A W I N G F I L E T H A T I S I N C O N S I S T E N T T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S , T H E U S E R O F T H I S E L E C T R O N I C D R A W I N G F I L E A G R E E S T O O N D R A W I N G S . I F P L A N T E D I N D E F I N E D B E D , N O T E : 6 " W I D T H I S M I N I M U M . P R E P , E N T I R E B E D A S S H O W N 3 " C O N T I N U O U S R I M F O R M S A U C E R W I T H P O C K E T S S P E C I F I E D P L A N T I N G T O R E M O V E A I R M I X . W A T E R & T A M P ( D O N O T C U T L E A D E R . ) T H I N B R A N C H E S B Y 1 / 3 R E T A I N I N G S H A P E O F P L A N T . M I N . 6 " 3 " M U L C H WATER & TAMP TOREMOVE AIR POCKETS SPECIFIED PLANTING MIX2 X BAL L D I A . S A U C E R F O R M 3 " M U L C H SPREA D 2 X BALL DIA.3" MULCH RETAINING SHAPE OF PLANT.(DO NOT CUT LEADER.)THIN BRANCHES BY 1/3ROOTBALL ANCHOR RINGNAIL STAKE"U" BRACKET NAIL STAKE "U" BRACKET ROOTBALL ANCHOR RINGSAUCERFORMFORM SAUCER OVERALL HT. TREE STAKE SOLUTIONSwww.treestakesolutions.com281.723.9081 Contact Information:TREE PLANTING OVE R 2 " C A L I P E R SCALE: N O T T O S C A L E SCALE: NOT TO SCALE STAKING FOR MULTI-TRUNK TREES& TREES 2" CAL. & UNDER S C A L E : N O T T O S C A L E S H R U B P L A N T I N G E D G I N G D E T A I L A B O V E F I N I S H E D G I N G 1 " B E D D I N G P L A N T S / B E F O R E P L A N T I N G 3 " M U L C H I N S T A L L E D B E D P R E P P E R S P E C S P L A N T S / S P A C I N G P E R P L A N G R A D E 4 " B E N D A B O A R D E D G I N G P R O D U C T # 1 0 0 0 3 6 7 3 3 , S A N D , 1 X 4 X 2 0 " I N S T A L L P E R M A N U F A C T U R E R ' S I N S T R U C T I O N S C O . C O N T A C T , C H A R L E S S H Y ( 4 6 9 ) 2 6 7 - 3 9 1 1 S C A L E : N O T T O S C A L E ( R E F . S P E C S F O R 3 : 1 M A X I M U M S L O P E C U R B 3 1 D E P T H , M I X , E T C . ) P L A N T M I X T Y P I C A L P A R K I N G L O T I S L A N D M O U N D I N G 6 " - 9 " S C A L E : N O T T O S C A L E ··············1246537891011 C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 9 / 1 6 / 2 0 W I T H T H E R E Q U I R E M E N T S O F T H E R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S . N O P E R S O N M A Y M A K E M O D I F I C A T I O N S T O T H I S E L E C T R O N I C D R A W I N G F I L E W I T H O U T T H E L A N D S C A P E A R C H I T E C T ' S E X P R E S S W R I T T E N P E R M I S S I O N . R E G I S T R A T I O N N U M B E R 2 6 7 2 O N 0 9 / 1 6 / 2 0 , W H O M A I N T A I N S T H E O R I G I N A L F I L E . T H I S E L E C T R O N I C D R A W I N G F I L E T H I S E L E C T R O N I C D R A W I N G F I L E I S R E L E A S E D U N D E R T H E A U T H O R I T Y O F G R E G C U P P E T T , L A N D S C A P E A R C H I T E C T M A Y B E U S E D A S A B A C K G R O U N D D R A W I N G . P U R S U A N T T O R U L E 3 . 1 0 3 ( F ) O F T H E R U L E S A N D R E G U L A T I O N S O F A S S U M E A L L R E S P O N S I B I L I T Y F O R A N Y M O D I F I C A T I O N T O O R U S E O F T H I S D R A W I N G F I L E T H A T I S I N C O N S I S T E N T T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S , T H E U S E R O F T H I S E L E C T R O N I C D R A W I N G F I L E A G R E E S T O SECTION 02830TREES, SHRUBS, AND GROUNDCOVERS____________________________________________PART I GENERAL1.01DESCRIPTION OF WORKA.Scope1. Bed prep2. Metal edging3. Topsoil4. Planting5. Mulching6. GuaranteeB.Related Work Specified Elsewhere1. General Requirements – All locations2. Section 02740 – Irrigation Trenching3. Section 02750 – Irrigation4. Section 02800 - Lawns1.02QUALITY ASSURANCEA.Contractor QualificationsMinimum of three (3) years experience on projects of similar characteristics and size.B.Reference Standards:1. American Joint Committee Of Horticultural Nomenclature: Standardized Plant Names, Second Edition, 1942;2. American Association Of Nurserymen: American Standard For Nursery Stock, 1973C.Substitutions1. Substitutions accepted only upon written approval of Landscape Architect and Owner.2. Submit substitutions possessing same characteristics as indicatedon plans and specifications.D.Inspection and Testing1. The project Owner’s representative reserves the right to inspect andtag plants at the place of growth with the Contractor.2. Inspection at place of growth does not preclude the right of rejectiondue to improper digging or handling.3. Owner’s representative reserves the right to request soil samplesand analysis of soil and plant mix. Remove or correct unacceptablesoil. Cost of testing by Contractor.1.03SUBMITTALSA.Certificates1. Submit State and Federal certificates of inspection with invoice.(Only if required by Landscape Architect.)2. File certificates with Owner’s representative prior to material acceptance.1.04PRODUCT DELIVERY, STORAGE, & HANDLINGA.Preparation of Delivery1. Balled & Burlaped (B&B) Plantsa. Dig and prepare for shipment in manner that will not damageroots, branches, shape, and future development after replanting.b. Ball with firm, natural ball of soil, wrapped tightly with burlapcovering entire ball.c. Ball size and ratios: conform to American Association of Nurserymen standards unless otherwise shown on plant list.2. Pack plant material to protect against climatic & seasonal damage,as well as breakage injuries during transit.3. Securely cover plant tops with ventilated tarpaulin or canvas to minimize wind-whipping and drying in transit.4. Pack and ventilate to prevent sweating of plants during transit. Givespecial attention to insure prompt delivery and careful handling topoint of delivery at job site.B.Delivery1. Deliver fertilizer, fertilizer tablets, peat, mulch, soil additives, andamendment materials to site in original, unopened containers, bearing manufacturer’s guaranteed chemical analysis, name, tradename, trademark, and conformance to State law.2. Deliver plants with legible identification and size labels on exampleplants.3. Protect during delivery to prevent damage to root ball or desiccationof leaves.4. Notify Owner’s representative of delivery schedule in advance soplant material may be inspected upon arrival at job site.5. Deliver plants to job site only when areas are prepared.C.Storage1.Protect roots of plant material from drying or other possible injury with wetted mulch or other acceptable material.2.Protect from weather.3.Maintain and protect plant material not to be planted immediately upon delivery.D.Handling1. Do not drop plants.2.Do not damage ball, trunk, or crown.3. Lift and handle plants from bottom of container or ball.1.05JOB CON D I T I O N S A.Planting Se a s o n P e r f o r m a c t u a l p l a n t i n g o n l y w h e n w e a t h e r a n d s o i l conditions a r e s u i t a b l e i n a c c o r d a n c e w i t h l o c a l l y a c c e p t a b l e p r a c t i c e s . B.Protection B e f o r e e x c a v a t i o n s a r e m a d e , t a k e p r e c a u t i o n a r y m e a s u r e s t o protect are a s t r u c k e d o v e r a n d w h e r e s o i l i s t e m p o r a r i l y s t a c k e d . 1.06GUARANT E E A.Guarantee n e w p l a n t m a t e r i a l f o r o n e y e a r a f t e r a c c e p t a n c e o f f i n a l installation ( i e . F i n a l A c c e p t a n c e o f p r o j e c t ) . B.Make repla c e m e n t ( o n e p e r p l a n t ) d u r i n g o n e y e a r g u a r a n t e e p e r i o d a t appropriate s e a s o n w i t h o r i g i n a l p l a n t t y p e , s i z e a n d p l a n t i n g m i x t u r e . C.Repair dam a g e t o o t h e r p l a n t s , l a w n s , & i r r i g a t i o n c a u s e d d u r i n g p l a n t replacemen t a t n o c o s t t o O w n e r . D.Use only pl a n t r e p l a c e m e n t s o f i n d i c a t e d s i z e a n d s p e c i e s . PART II PROD U C T S 2.01MATERIAL S A.Plant Mater i a l s 1. Hard y u n d e r c l i m a t i c c o n d i t i o n s s i m i l a r t o l o c a l i t y o f p r o j e c t . 2. True t o b o t a n i c a l a n d c o m m o n n a m e v a r i e t y . 3. Soun d , h e a l t h y , v i g o r o u s , w e l l b r a n c h e d , a n d d e n s e l y f o l i a t e d w h e n in lea f ; w i t h h e a l t h y w e l l - d e v e l o p e d r o o t s y s t e m . 4. Free f r o m d i s e a s e , i n s e c t s , a n d d e f e c t s s u c h a s k n o t s , s u n - s c a l d , wind b u r n , i n j u r i e s , d i s f i g u r e m e n t , o r a b r a s i o n s . 5. Conf o r m t o m e a s u r e m e n t s a f t e r p r u n i n g w i t h b r a n c h e s i n n o r m a l positi o n s . 6. Conf o r m t o A m e r i c a n A s s o c i a t i o n o f N u r s e r y m e n s t a n d a r d s u n l e s s show n d i f f e r e n t l y o n p l a n t l i s t . 7. Tree s : a. S i n g l e , s t r a i g h t t r u n k s , u n l e s s i n d i c a t e d o t h e r w i s e b. T r e e s w i t h w e a k , t h i n t r u n k s n o t c a p a b l e o f s u p p o r t w i l l n o t b e a c c e p t e d . c. A l l m u l t i - s t e m t r e e s a r e t o h a v e a m i n i m u m o f t h r e e s t e m s , s i m i l a r i n s i z e a n d s h a p e , w i t h a s p r e a d o f a p p r o x i m a t e l y 2 / 3 o f t h e h e i g h t . A l l y a u p o n s t o b e f e m a l e . C r a p e m y r t l e c o l o r s e l e c t i o n b y L a n d s c a p e A r c h i t e c t . 8. Nurs e r y g r o w n s t o c k o n l y . 9. Subj e c t t o a p p r o v a l o f L a n d s c a p e A r c h i t e c t . 10. Seas o n a l c o l o r : a. A n n u a l s i n 4 ” p o t s o r a s s p e c i f i e d b. P e r e n n i a l s i n 4 ” p o t s , c l u m p s , b u l b s a s s p e c i f i e d B.Topsoil1. Natur a l , f e r t i l e , f r i a b l e s o i l s h a v i n g a t e x t u r a l c l a s s i f i c a t i o n o f l o a m o r sand y l o a m p o s s e s s i n g c h a r a c t e r i s t i c s o f s o i l s i n v i c i n i t y w h i c h prod u c e h e a v y g r o w t h o f c r o p s , g r a s s , o r o t h e r v e g e t a t i o n . 2. Free o f s u b s o i l , b r u s h , o r g a n i c l i t t e r , o b j e c t i o n a b l e w e e d s , c l o d s , shale , s t o n e s ¾ ” d i a m e t e r o r l a r g e r , s t u m p s , r o o t s o r o t h e r m a t e r i a l harm f u l t o g r a d i n g , p l a n t i n g , p l a n t g r o w t h , o r m a i n t e n a n c e oper a t i o n s . 3. Pres e n c e o f v e g e t a t i v e p a r t s o f B e r m u d a g r a s s ( C y n o d o n dacty l o n ) , J o h n s o n g r a s s , n u t g r a s s ( C y p e r u s r o t u n d u s ) , a n d o t h e r hard t o e r a d i c a t e w e e d s o r g r a s s w i l l b e c a u s e f o r r e j e c t i o n o f tops o i l . 4. Test t o p s o i l ( c o s t b y C o n t r a c t o r ) : a. A v a i l a b l e n i t r o g e n b. A v a i l a b l e p h o s p h o r u s c. A v a i l a b l e p o t a s h d. I r o n e. P h : 5 . 5 t o 7 . 0 f. D e c o m p o s e d o r g a n i c m a t t e r : 6 - 1 0 % C.Mulch1. Top D r e s s i n g M u l c h – S h r e d d e d c y p r e s s o r h a r d w o o d o n l y 2. Soil p r e p – 3 P a r t s n a t i v e s o i l t o 1 P a r t c o m p o s t e d l a n d s c a p e m i x . 3. In pr e - p a c k a g e d b a g s o n l y ; b u l k s h r e d d e d m a t e r i a l i s u n a c c e p t a b l e D.Peat Moss C o m m e r c i a l l y a v a i l a b l e b a l e d p e a t m o s s o r a p p r o v e d equivalent.E.Staking Mat e r i a l 1. Stak e s f o r t r e e s u p p o r t : a. C o n s t r u c t i o n g r a d e y e l l o w p i n e , s t a i n b r o w n b. S i z e a s n o t e d o n p l a n s 2. Wire s : a. P a d d e d w i t h r u b b e d h o s e t o p r o t e c t t r e e b. G a l v a n i z e d c. W i t h g a l v a n i z e d t u r n b u c k l e d. E v e n l y t i g h t e n t u r n b u c k l e s w i t h p l a n t i n v e r t i c a l p o s i t i o n . F.Water1. Free o f o i l s , a c i d s , a l k a l i , s a l t , a n d o t h e r s u b s t a n c e s h a r m f u l t o p l a n t grow t h 2. Locat i o n : F u r n i s h t e m p o r a r y h o s e s a n d c o n n e c t i o n s o n s i t e . G.Sand – Wa s h e d b u i l d e r s s a n d H.Antidesican t – " W i l t - p r o o f " o r e q u a l . I.Edging – 3/ 1 6 " X 4 " g r e e n , n e w a n d u n u s e d ; w i t h s t a k e s . 2.02MIXESA.Planting Mi x t u r e 1. Existi n g t o p s o i l – 5 0 % 2. Shre d d e d p i n e b a r k – 5 0 % 3. Fertili z e r 1 0 : 2 0 : 1 0 a t 3 0 l b . / 1 0 0 0 S F B.Planting Mi x f o r A n n u a l s / P e r e n n i a l s 1. Prep a r e a b o v e m i x 2. Add 2 ” o f s a n d C.Azalea mix: s o l i d p e a t m o s s i n h o l e 9 " w i d e r t h a n r o o t b a l l e a c h d i r e c t i o n . Plant in soli d p e a t m o s s a n d p r o v i d e m o u n d a t b a s e o f p l a n t t o a l l o w f o r drainage.D.Japanese m a p l e , d o g w o o d , c a m e l l i a s : P r o v i d e 5 0 / 5 0 p e a t m o s s t o t o p s o i l mix, raise f o r d r a i n a g e . P A R T I I I - E X E C U T I O N 3 . 0 1 U T I L I T I E S - v e r i f y l o c a t i o n o f a l l u t i l i t i e s p r i o r t o i n i t i a t i n g c o n s t r u c t i o n ; r e p a i r a n y d a m a g e c a u s e d b y c o n s t r u c t i o n a t n o c o s t t o o w n e r . 3 . 0 2 I N S P E C T I O N A . I n s p e c t p l a n t s f o r i n j u r y a n d i n s e c t i n f e s t a t i o n ; p r u n e p r i o r t o i n s t a l l a t i o n . B . I n s p e c t s i t e t o v e r i f y s u i t a b l e j o b c o n d i t i o n s . 3 . 0 3 F I E L D M E A S U R E M E N T S A . L o c a t i o n o f a l l t r e e s a n d s h r u b s t o s t a k e d i n t h e f i e l d a n d a p p r o v e d b y O w n e r ’ s r e p r e s e n t a t i v e p r i o r t o i n s t a l l a t i o n . B . L o c a t i o n o f a l l g r o u n d c o v e r a n d s e e d i n g l i m i t s a s s h o w n o n p l a n s . 3 . 0 4 E X C A V A T I O N F O R P L A N T I N G A . P i t s 1 . S h a p e - V e r t i c a l h a n d s c a r i f i e d s i d e s a n d f l a t b o t t o m . 2 . S i z e f o r t r e e s – 2 f e e t w i d e r o r t w i c e t h e r o o t b a l l , w h i c h e v e r i s g r e a t e r . 3 . S i z e f o r s h r u b s – S i z e o f p l a n t i n g b e d a s s h o w n o n d r a w i n g s . 4 . R o t o t i l l s o i l m i x t h o r o u g h l y , f u l l d e p t h . 5 . N O T E : I f b e d s a r e p r o p o s e d b e n e a t h d r i p l i n e o f e x i s t i n g t r e e c a n o p y , p o c k e t p r e p p l a n t s . D o n o t r o t o - t i l l b e n e a t h e x i s t i n g t r e e s . B . O b s t r u c t i o n s B e l o w G r o u n d 1 . R e m o v e r o c k o r u n d e r g r o u n d o b s t r u c t i o n s t o d e p t h n e c e s s a r y t o p e r m i t p l a n t i n g . 2 . I f u n d e r g r o u n d o b s t r u c t i o n s c a n n o t b e r e m o v e d , n o t i f y O w n e r ’ s r e p r e s e n t a t i v e f o r i n s t r u c t i o n . C . E x c e s s S o i l D i s p e n s e o f u n a c c e p t a b l e o r e x c e s s s o i l a w a y f r o m t h e p r o j e c t s i t e a t C o n t r a c t o r ’ s e x p e n s e . 3 . 0 5 P L A N T I N G A . G e n e r a l 1 . S e t p l a n t s 2 ” a b o v e e x i s t i n g g r a d e t o a l l o w f o r s e t t l i n g . 2 . S e t p l a n t s p l u m b a n d r i g i d l y b r a c e d i n p o s i t i o n u n t i l p l a n t i n g m i x t u r e h a s b e e n t a m p e d s o l i d l y a r o u n d b a l l . 3 . A p p l y s o i l i n a c c o r d a n c e w i t h s t a n d a r d i n d u s t r y p r a c t i c e f o r t h e r e g i o n . 4 . T h o r o u g h l y s e t t l e b y w a t e r j e t t i n g a n d t a m p i n g s o i l i n 6 ” l i f t s . 5 . P r e p a r e 3 ” d i s h o u t s i d e r o o t b a l l a f t e r p l a n t i n g . 6 . T h o r o u g h l y w a t e r a l l b e d s a n d p l a n t s . 7 . S t a k e t r e e s a n d l a r g e s h r u b s a s i n d i c a t e d o n p l a n s . 8 . A p p l y a n t i - d e s i c a n t a c c o r d i n g t o m a n u f a c t u r e r ’ s i n s t r u c t i o n s . 9 . A p p l y c o m m e r c i a l l y m a n u f a c t u r e d r o o t s t i m u l a t o r a s d i r e c t e d b y p r i n t e d i n s t r u c t i o n . 1 0 . P l a n t a n d f e r t i l i z e b e d d i n g p l a n t s p e r t r a d e s t a n d a r d s . 1 1 . A p p l y 3 ” m u l c h t o p d r e s s i n g . B . B a l l e d P l a n t s 1 . P l a c e i n p i t o f p l a n t i n g m i x t u r e t h a t h a s b e e n h a n d t a m p e d p r i o r t o p l a c i n g p l a n t . 2 . P l a c e w i t h b u r l a p i n t a c t t o g r o u n d l i n e . T o p o f b a l l t o b e 2 ” a b o v e s u r r o u n d i n g s o i l t o a l l o w f o r s e t t l i n g . 3 . R e m o v e b i n d i n g a t t o p o f b a l l a n d l a y t o p o f b u r l a p b a c k 6 ” . 4 . D o n o t p u l l w r a p p i n g f r o m u n d e r b a l l , b u t c u t a l l b i n d i n g c o r d . 5 . D o n o t p l a n t i f b a l l i s c r a c k e d o r b r o k e n b e f o r e o r d u r i n g p l a n t i n g p r o c e s s o r i f s t e m o r t r u n k i s l o o s e . 6 . B a c k f i l l w i t h p l a n t i n g m i x t u r e i n 6 ” l i f t s . C . C o n t a i n e r G r o w n P l a n t s 1 . P l a c e i n p i t o n p l a n t i n g m i x t u r e t h a t h a s b e e n h a n d t a m p e d p r i o r t o p l a c i n g p l a n t . 2 . C u t c a n s o n t w o s i d e s w i t h a n a c c e p t a b l e c a n c u t t e r , a n d r e m o v e r o o t b a l l f r o m c a n . D o n o t i n j u r e r o o t b a l l . 3 . C a r e f u l l y r e m o v e p l a n t s w i t h o u t i n j u r y o r d a m a g e t o r o o t b a l l s . 4 . B a c k f i l l w i t h p l a n t i n g m i x t u r e i n 6 ” l i f t s . D . M u l c h i n g 1 . C o v e r p l a n t i n g b e d e v e n l y w i t h 3 ” o f m u l c h . 2 . W a t e r i m m e d i a t e l y a f t e r m u l c h i n g . 3 . W h e r e m u l c h h a s s e t t l e d , a d d a d d i t i o n a l m u l c h t o r e g a i n 3 ” t h i c k n e s s . 4 . H o s e d o w n p l a n t i n g a r e a w i t h f i n e s p r a y t o w a s h l e a v e s o f p l a n t s . D . P r u n i n g 1 . P r u n e m i n i m u m n e c e s s a r y t o r e m o v e i n j u r e d t w i g s a n d b r a n c h e s , d e a d w o o d , a n d s u c k e r s ; r e m o v e a p p r o x i m a t e l y 1 / 3 o f t w i g g r o w t h a s d i r e c t e d b y l a n d s c a p e a r c h i t e c t ; d o n o t c u t l e a d e r s o r o t h e r m a j o r b r a n c h e s o f p l a n t u n l e s s d i r e c t e d b y l a n d s c a p e a r c h i t e c t . 2 . M a k e c u t s f l u s h , l e a v i n g n o s t u b s . 3 . P a i n t c u t s o v e r 1 ” d i a m e t e r w i t h a p p r o v e d t r e e w o u n d p a i n t . 4 . D o n o t p r u n e e v e r g r e e n s e x c e p t t o r e m o v e i n j u r e d b r a n c h e s . 3 . 0 6 E D G I N G A . S t a k e e d g i n g a l i g n m e n t w i t h s t r i n g l i n e p r i o r t o i n s t a l l a t i o n . U s e f r a m i n g s q u a r e t o i n s u r e r i g h t a n g l e s a r e t r u e . B . I n s t a l l a l l e d g i n g s t r a i g h t a n d t r u e a s i n d i c a t e d o n d r a w i n g s . W h e r e e d g i n g l a y o u t i s c i r c u l a r i n d e s i g n , m a i n t a i n t r u e a n d c o n s t a n t r a d i i a s s h o w n . C . W h e n r e q u i r e d o n s l o p e s , m a k e v e r t i c a l c u t s ( a p p r o x i m a t e l y 6 ” o n c e n t e r ) o n b o t t o m o f e d g i n g t o a l l o w b e n d i n g w i t h o u t c r i m p i n g e d g i n g . D . I n s t a l l e d g i n g s o t h a t a p p r o x i m a t e l y 1 ” i s e x p o s e d o n l a w n s i d e . E d g i n g s h o u l d n o t b e v i s i b l e f r o m b e d s i d e a f t e r a p p l i c a t i o n o f m u l c h . E . A l i g n e d g i n g w i t h a r c h i t e c t u r a l f e a t u r e s ( i e p a v e m e n t j o i n t s , w i n d o w s , c o l u m n s , w a l l , e t c . ) w h e n d r a w i n g s i n d i c a t e . F . B e n d a l l c o r n e r s , d o n o t c u t c o r n e r s . G . I n t e r l o c k a l l p i e c e s w i t h p r e - f a b r i c a t e d c o n n e c t o r s . H . I n s t a l l w i t h a l l s t a k e s o n i n s i d e o f p l a n t i n g b e d . I . R e m o v e , f i l e o f f a l l s h a r p c o r n e r s a n d b u r r s . 3 . 0 7 C L E A N - U P A . S w e e p a n d w a s h a l l p a v e d s u r f a c e s . R e m o v e a l l p l a n t i n g a n d c o n s t r u c t i o n d e b r i s f r o m s i t e , i n c l u d i n g r o c k s , t r a s h a n d a l l o t h e r m i s c e l l a n e o u s m a t e r i a l s . 3 . 0 8 M A I N T E N A N C E A . C o n t r a c t o r r e s p o n s i b l e f o r r o u t i n e , a n d r e g u l a r m a i n t e n a n c e o f s i t e u n t i l F i n a l A c c e p t a n c e i s a w a r d e d b y O w n e r . W o r k i n c l u d e s : 1 . W e e d i n g ( w e e k l y ) 2 . W a t e r i n g ( a s r e q u i r e d ) 3 . P r u n i n g 4 . S p r a y i n g 5 . F e r t i l i z i n g 6 . M u l c h i n g 7 . M o w i n g ( w e e k l y ) B . P r o v i d e O w n e r a n d L a n d s c a p e A r c h i t e c t w i t h p r e f e r r e d m a i n t e n a n c e s c h e d u l e i n w r i t i n g . S c h e d u l e s h a l l i n c l u d e t h e a b o v e - l i s t e d t a s k s a n d s h a l l a d d r e s s a l l f r e q u e n c i e s , r a t e s , t i m e s , l e v e l s , e t c . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E N D O F S E C T I O N C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 9 / 1 6 / 2 0 W I T H T H E R E Q U I R E M E N T S O F T H E R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S . N O P E R S O N M A Y M A K E M O D I F I C A T I O N S T O T H I S E L E C T R O N I C D R A W I N G F I L E W I T H O U T T H E L A N D S C A P E A R C H I T E C T ' S E X P R E S S W R I T T E N P E R M I S S I O N . R E G I S T R A T I O N N U M B E R 2 6 7 2 O N 0 9 / 1 6 / 2 0 , W H O M A I N T A I N S T H E O R I G I N A L F I L E . T H I S E L E C T R O N I C D R A W I N G F I L E T H I S E L E C T R O N I C D R A W I N G F I L E I S R E L E A S E D U N D E R T H E A U T H O R I T Y O F G R E G C U P P E T T , L A N D S C A P E A R C H I T E C T M A Y B E U S E D A S A B A C K G R O U N D D R A W I N G . P U R S U A N T T O R U L E 3 . 1 0 3 ( F ) O F T H E R U L E S A N D R E G U L A T I O N S O F A S S U M E A L L R E S P O N S I B I L I T Y F O R A N Y M O D I F I C A T I O N T O O R U S E O F T H I S D R A W I N G F I L E T H A T I S I N C O N S I S T E N T T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S , T H E U S E R O F T H I S E L E C T R O N I C D R A W I N G F I L E A G R E E S T O SECTION 02800FINISH GRADING, LAWN WORK, WILD FLOWERS_______________________________________________PART I - GENERAL1.01DESCRIPTIONA.Work includes turf establishment (sod, hydromulch, etc.) as described ondrawings.B.Make required analysis and material tests for topsoil, fertilizers, and othermaterials of similar character per current methods of the Association ofOfficial Agricultural Chemists, when required.C.Grass seed shall conform to tolerances for germination and purity perapplicable standards of U.S. Department of Agriculture.D.The turf contractor shall have a stand of grass established prior to substantial completion of the project. If this is not possible due to time ofyear or schedule, he shall maintain and protect the seeded areas until thegrass is established.PART II - PRODUCTS2.01 TOPSOIL MATERIALA. Topsoil material (stockpiled, as specified in Specifications) has been savedfor use in finish grading. After sifting out all plant growth, rubbish, and stones, use for areas designated to receive grass. If stockpiled topsoil is notsufficient quantity to complete work, furnish acceptable topsoil from anotherapproved source to provide four inches (4") of topsoil for grass areas unlessotherwise noted on drawings. Grass areas shall be defined as the gradedareas disturbed during construction not to be paved or built upon.B.Acceptable topsoil material shall be defined as natural, fertile, agriculturalsoil, capable of sustaining vigorous plant growth, uniform composition throughout admixture of subsoil, free of stones, lumps, plants, and theirroots, sticks, or other extraneous matter; do not deliver while in a frozen ormuddy condition.2.02 FERTILIZERA. Provide a commercial balanced fertilizer delivered to the job in bags labeledwith manufacturer's guaranteed analysis. Store in weatherproof storage,place in such a manner that its effectiveness will not be impaired.B. Fertilizer shall be a grade containing the percentages of plant food elementsby weight as specified elsewhere in these specifications.C.Availability of various elements shall be per Standards of the Associationof Official Agricultural Chemists.2.03 GRASS SEEDA.Grass seed shall be of the previous season's crop and the date of analysisshown on each bag shall be within nine (9) months of the time of delivery tothe project. When requested by the Owner or Representative, the seedingcontractor shall furnish a sample of seed from each bag for testing.B.The seed shall comply with all provisions of the U.S. Department ofAgriculture as to labeling, purity, and germination.2.04 MULCHINGA.Dry straw or hay of good quality, free of seeds of competing plants and atsuch rate of 1 1/2 - 2 tons per acre; or,B.Wood cellulose or cane fiber mulch at a rate of 1,000 pounds per acre whenthe slope is 3/4:1 and steeper; or,C.A combination of good quality dry straw or hay free of seeds of competingplants at a rate of 2 1/2 tons per acre and wood cellulose or cane fiber mulchat a rate of 500 pounds per acre. This combination shall be used when theslope is flatter than 3/4:1; or,D.Sericea lespedza seed bearing hay at a rate of 3 tons per acre. This mulchmay be applied green or air dried, but must contain mature seed.E.Manufactured mulch materials, such as soil retention blankets, erosioncontrol netting, or others that may be required on special areas of highwater concentration or unstable soils. When these materials are used, followthe manufacturer's recommendations for installation.2.05 HYDRO-MULCHINGWood cellulose fiber or cane fiber mulch will be applied with hydraulic seeding and fertilizing equipment. All slurry ingredients shall be mixed toform a homogeneous slurry and spray applied within one hour after themixture is made.When wood cellulose or cane fiber mulch is used at the 500 pound per acrerate, straw or hay mulch with asphalt emulsion is applied over this to complete the mulch.Wood cellulose or cane fiber mulch at the 1,000 pound per acre rate is usedalone where other mulch material will not stick.Wood cellulose or cane fiber mulch is self anchoring.PART III - E X E C U T I O N 3.01 RES P O N S I B I L I T Y The s i t e g r a d i n g c o n t r a c t o r w i l l b e r e s p o n s i b l e t o s t o c k p i l e a c c e p t a b l e t o p s o i l in a s u f f i c i e n t q u a n t i t y t o p r o v i d e f o u r i n c h e s ( 4 " ) m i n i m u m c o v e r f o r a l l g r a s s area s , 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 c u r b e d i s l a n d s , a n d t o p s o i l p l a n t i n g mou n d s / b e r m s a t t h e a p p r o p r i a t e h e i g h t a n d w i d t h a s d e f i n e d a n d s h o w n o n the l a n d s c a p i n g a n d / o r p l a n t i n g d r a w i n g s . T h e t o p s o i l a n d g r a s s a r e a s s h a l l be f u r t h e r d e f i n e d a s a n y a r e a d i s t u r b e d d u r i n g t h e g r a d i n g a n d c o n s t r u c t i o n proc e s s . The s i t e g r a d i n g c o n t r a c t o r , s h a l l b e r e s p o n s i b l e t o s p r e a d t h e t o p s o i l w i t h i n all p e r i m e t e r g r a d e d a r e a s a n d f u t u r e b u i l d i n g a r e a s o n l y . The s i t e g r a d i n g c o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r b a c k f i l l i n g o f a l l c u r b e d islan d s a n d p l a n t i n g m o u n d s / b e r m s . T h e y s h a l l a l s o b e r e s p o n s i b l e f o r rem o v a l o f a l l s t o n e s , r o o t s , a n d r a k i n g o f a l l t o p s o i l a r e a s h a t a r e t o b e see d e d a n d / o r p l a n t e d . I t w i l l a l s o b e t h e s i t e g r a d i n g c o n t r a c t o r ' s resp o n s i b i l i t y t o p r o v i d e f e r t i l i z e r , g r a s s s e e d , a n d a n y a d d i t i o n a l t o p s o i l requ i r e d a n d m u l c h i n g . 3.02 GRA S S S E E D I N G A.Rem o v e s t o n e s , r o o t s , r u b b i s h a n d o t h e r d e l e t e r i o u s m a t e r i a l s f r o m tops o i l e d a r e a s t h a t a r e t o b e s e e d e d . B.Imm e d i a t e l y p r i o r t o s o w i n g s e e d , s c a r i f y g r o u n d a s n e c e s s a r y ; r a k e u n t i l surf a c e i s s m o o t h a n d f r i a b l e . S o w s e e d e v e n l y , l i g h t l y w o o d r a k e i n t o grou n d , t h e n r o l l g r o u n d w i t h s u i t a b l e r o l l e r ; w a t e r t h o r o u g h l y w i t h f i n e s p r a y . Duri n g a n y w e a t h e r , k e e p l a w n w a t e r e d w i t h s p r i n k l e r s o r o t h e r a p p r o v e d met h o d s . R e - s e e d a n y a r e a s n o t d o i n g w e l l o r d a m a g e d . A t i n t e r v a l s a s may b e r e q u i r e d a c c o r d i n g t o s e a s o n a l c o n d i t i o n s , m o w a n d w a t e r g r a s s a n d exe c u t e n e c e s s a r y w e e d i n g u n t i l a c c e p t a b l e a n d f u l l s t a n d o f g r a s s h a s b e e n obta i n e d . C.Prov i d e p e r m a n e n t g r a s s s e e d i n g f o r l a w n a r e a s s o i n d i c a t e d . S e e d i n acc o r d a n c e w i t h t h e f o l l o w i n g s c h e d u l e ( u n l e s s o t h e r w i s e d i r e c t e d b y O w n e r or O w n e r ' s R e p r e s e n t a t i v e : : 1. S o w a r e a s r e a d y f o r s e e d i n g b e t w e e n M a r c h 1 a n d O c t o b e r 1 w i t h H u l l e d C o m m o n B e r m u d a a t a r a t e o f 8 5 p o u n d s p e r a c r e . 2. S o w a r e a s r e a d y f o r s e e d i n g b e t w e e n O c t o b e r 1 a n d M a r c h 1 w i t h U n h u l l e d C o m m o n B e r m u d a a t a r a t e o f 9 0 p o u n d s p e r a c r e , a n d A n n u a l R y e G r a s s a t t h e r a t e o f 5 0 p o u n d s p e r a c r e . 3. A p p l y f e r t i l i z e r a t a r a t e o f 2 0 / 2 5 p o u n d s p e r 1 , 0 0 0 s q u a r e f e e t . 3.03 WILD F L O W E R S A.Are a s i n d i c a t e d o n p l a n s t o r e c e i v e w i l d f l o w e r c o v e r a g e s h a l l b r f i n e g r a d e d , fertil i z e d , a n d p r e p a r e d i n a m a n n e r s i m i l a r t o t r a d i t i o n a l t u r f e s t a b l i s h m e n t . B.Are a t o b e h y d r o m u l c h e d w i t h s e e d m i x a s f o l l o w s : Tick s e e d 1 0 p o u n d s / a c r e Cos m o s 1 5 p o u n d s / a c r e Ox- E y e d D a i s y 5 p o u n d s / a c r e Side O a t s G r a m a 4 p o u n d s / a c r e Sho w y P r i m r o s e 0 . 5 p o u n d s / a c r e Plai n s C o r e o p s i s 2 p o u n d s / a c r e Blac k E y e d S u s a n 2 p o u n d s / a c r e Indi a n B l a n k e t 1 0 p o u n d s / a c r e Tex a s B l u e b o n n e t 4 p o u n d s / a c r e Littl e B l u e s t e m 4 p o u n d s / a c r e 3.04 MUL C H A.All a r e a s t o b e s e e d e d s h a l l b e m u l c h e d . B.Mulc h m a t e r i a l s s h a l l b e a p p l i e d u n i f o r m l y o v e r t h e s e e d e d a r e a . M u l c h s h a l l be s t r a w a n d s h a l l b e a t t h e r a t e o f 1 1 / 2 - 2 t o n s p e r a c r e C.Mulc h s h a l l b e a n c h o r e d w i t h a n e m u l s i f i e d a s p h a l t b i n d e r a t t h e r a t e o f 1 0 gall o n s p e r 1 , 0 0 0 s q u a r e f e e t . 3.05 PRO T E C T I O N Prov i d e , a t n o a d d i t i o n a l c o s t t o O w n e r , f e n c i n g , r a i l i n g , w i r e o r o t h e r t y p e s of pr o t e c t i o n f o r t o p s o i l e d a n d s e e d e d a r e a s a g a i n s t t r e s p a s s i n g a n d dam a g e . I f l a w n s a r e d a m a g e d p r i o r t o F i n a l A c c e p t a n c e , t r e a t o r r e p l a c e the m a s d i r e c t e d . R e m o v e p r o t e c t i o n w h e n s o d i r e c t e d . 3.06 MAIN T E N A N C E Prov i d e m a i n t e n a n c e f r o m s t a r t o f w o r k u n t i l F i n a l A c c e p t a n c e . M a i n t e n a n c e inclu d e s w a t e r i n g o f l a w n s , w e e d i n g , m o w i n g , e d g i n g , r e p a i r s o f w a s h - o u t s and g u l l i e s , r e p a i r s t o p r o t e c t i o n , a n d o t h e r n e c e s s a r y w o r k o f m a i n t e n a n c e . Mai n t a i n s l o p e s a g a i n s t e r o s i o n . 3.07 REH Y D R O M U L C H I N G The O w n e r ' s r e p r e s e n t a t i v e w i l l d e s i g n a t e a r e a s t o b e r e p l a n t e d . A r e a s o n whic h a s t a n d o f g r o w i n g g r a s s i s n o t p r e s e n t i n a r e a s o n a b l e l e n g t h o f t i m e , (Ber m u d a g r a s s s e e d s h o u l d b e g e r m i n a t i n g i n 6 - 8 d a y s ) s h a l l b e p r e p a r e d , rese e d e d a n d r e m u l c h e d , a s s p e c i f i e d f o r o r i g i n a l p l a n t i n g a t n o a d d i t i o n a l cost t o O w n e r . A s t a n d s h a l l b e d e f i n e d a s l i v e p l a n t s f r o m s e e d o c c u r r i n g a t a rat e o f n o t l e s s t h a n 1 , 0 0 0 g r o w i n g p l a n t s p e r s q u a r e f o o t . R e p l a n t i n g requ i r e d b e c a u s e o f f a u l t y o p e r a t i o n s o r n e g l i g e n c e o n t h e p a r t o f t h e Con t r a c t o r s h a l l b e p e r f o r m e d w i t h o u t c o s t t o O w n e r . 3.08 FINA L C L E A N - U P A.At ti m e o f f i n a l i n s p e c t i o n o f w o r k , a n d b e f o r e f i n a l a c c e p t a n c e , c l e a n p a v e d area s t h a t a r e s o i l e d o r s t a i n e d b y o p e r a t i o n s o f w o r k o f t h i s s e c t i o n . C l e a n by s w e e p i n g o r w a s h i n g , a n d r e m o v e a l l d e f a c e m e n t s o r s t a i n s . B.Rem o v e c o n s t r u c t i o n e q u i p m e n t , e x c e s s m a t e r i a l a n d t o o l s . C a r t a w a y f r o m site a n y d e b r i s r e s u l t i n g f r o m w o r k o f t h i s s e c t i o n a n d d i s p o s e o f a s d i r e c t e d . ________ _ _ _ _ _ _ _ _ _ END OF S E C T I O N S E C T I O N 0 2 9 2 2 S O D D I N G _ _ _ _ _ _ _ _ _ P A R T I - G E N E R A L 1 . 0 1 D E S C R I P T I O N A . W o r k I n c l u d e d 1 . S o d b e d p r e p a r a t i o n 2 . F e r t i l i z i n g 3 . S o d d i n g 4 . M i s c e l l a n e o u s m a n a g e m e n t p r a c t i c e s B . R e l a t e d W o r k S p e c i f i e d E l s e w h e r e 1 . F i n i s h G r a d i n g , S e c t i o n 0 2 8 0 0 2 . L a w n s a n d G r a s s e s , S e c t i o n 0 2 9 3 0 1 . 0 2 R E F E R E N C E S T A N D A R D S A . S t a n d a r d i z e d P l a n t N a m e s A m e r i c a n J o i n t C o m m i t t e e o f H o r t i c u l t u r a l N o m e n c l a t u r e , S e c o n d E d i t i o n , 1 9 4 2 . B . T e x a s H i g h w a y D e p a r t m e n t - S t a n d a r d S p e c i f i c a t i o n s f o r C o n s t r u c t i o n , I t e m 1 6 4 , S e e d i n g f o r E r o s i o n C o n t r o l . 1 . 0 3 S U B M I T T A L S A . V e n d o r s C e r t i f i c a t i o n T h a t S o d M e e t s T e x a s S t a t e S o d L a w 1 . I n c l u d e l a b e l i n g r e q u i r e m e n t s . 2 . I n c l u d e p u r i t y a n d t y p e . 1 . 0 4 P R O D U C T D E L I V E R Y , S T O R A G E A N D H A N D L I N G A S o d : 1 . P r e v i o u s s e a s o n ' s c r o p w i t h d a t e o f a n a l y s i s o n e a c h b a g . 2 . F u r n i s h a n d d e l i v e r e a c h v a r i e t y i n s e p a r a t e b a g s o r c o n t a i n e r s . 3 . S o d t o b e c u t n o m o r e t h a n t h r e e d a y s b e f o r e d e l i v e r y . B . F e r t i l i z e r : 1 . U n o p e n e d b a g s l a b e l e d w i t h t h e a n a l y s i s . 2 . C o n f o r m t o T e x a s F e r t i l i z e r L a w . 1 . 0 5 J O B C O N D I T I O N S A . P l a n t i n g S e a s o n : 1 . O n l y d u r i n g s u i t a b l e w e a t h e r a n d s o i l c o n d i t i o n s . 2 . A s s p e c i f i c a l l y a u t h o r i z e d b y t h e O w n e r ' s R e p r e s e n t a t i v e . B . S c h e d u l e - O n l y a f t e r a l l o t h e r c o n s t r u c t i o n i s c o m p l e t e . C . P r o t e c t a n d M a i n t a i n S o d d e d A r e a s 1 . F r o m t r a f f i c a n d a l l o t h e r u s e . 2 . U n t i l s o d d i n g i s c o m p l e t e a n d a c c e p t e d . P A R T I I - P R O D U C T S 2 . 0 1 M A T E R I A L S A . S o d : 1 . S o d : A s s p e c i f i e d o n d r a w i n g s , w e e d , i n s e c t , a n d d i s e a s e f r e e h a v i n g a m i n i m u m o f 1 i n c h o f t o p s o i l a t t a c h e d t o t h e r o o t s a n d c u t n o m o r e t h a n t h r e e d a y s p r i o r t o i n s t a l l a t i o n . 2 . T h e s o d s h a l l b e c u t i n s t r i p s o f a t l e a s t 1 / 2 s q . y d . a n d n o t m o r e t h a n 1 s q . y d . S o d s h a l l b e c u t i n t o s t r i p s n o t l e s s t h a n 1 2 " i n w i d t h o r m o r e t h a n 9 ' i n l e n g t h . A t t h e t i m e o f h a r v e s t , t h e t o p g r o w t h s h a l l n o t e x c e e d 3 " i n l e n g t h . 3 . A l l s o d s h a l l c o n f o r m t o t h e l a w s o f t h e S t a t e a n d s h a l l b e o b t a i n e d f r o m s o u r c e s m e e t i n g t h e a p p r o v a l o f t h e D e p a r t m e n t o f A g r i c u l t u r e , D i v i s i o n o f E n t o m o l o g y . B . F e r t i l i z e r : 1 . U n i f o r m i n c o m p o s i t i o n , f r e e f l o w i n g . 2 . S u i t a b l e f o r a p p l i c a t i o n i n a p p r o v e d e q u i p m e n t . 3 . A n a l y s i s o f 1 6 - 2 0 - 0 , 1 6 - 8 - 8 o r a s d i r e c t e d . C . W a t e r : 1 . F r e e o f o i l , a c i d , a l k a l i , s a l t s o r o t h e r s u b s t a n c e s h a r m f u l t o g r o w t h o f g r a s s e s . P A R T I I I - E X E C U T I O N 3 . 0 1 S O D B E D P R E P A R A T I O N A . C u l t i v a t e t o a d e p t h o f f o u r ( 4 " ) i n c h e s b y d i s k i n g a n d t i l l i n g w i t h a p o w e r t i l l e r . B . C l e a r s u r f a c e s o f a l l m a t e r i a l s : 1 . S t u m p s , s t o n e s , a n d o t h e r o b j e c t s l a r g e r t h a n o n e i n c h ( 1 " ) . 2 . R o o t s , b r u s h , w i r e , s t a k e s , e t c . 3 . A n y o b j e c t s t h a t m a y i n t e r f e r e w i t h s o d d i n g o r m a i n t e n a n c e . C . P r e p a r e s o d b e d : 1 . R e m o v e s o i l c l o d s l a r g e r t h a n o n e i n c h ( 1 " ) . 2 . G r a d e a r e a s t o s m o o t h , e v e n s u r f a c e , r e m o v i n g r i d g e s a n d f i l l i n g d e p r e s s i o n s . F i n a l g r a d e t o b e b e l o w f i n i s h g r a d e o f c u r b i n g a n d e d g i n g a s s h o w n o n d e t a i l s . A l l g r a d e s s h a l l m e e t a p p r o v a l o f O w n e r ' s R e p r e s e n t a t i v e b e f o r e s o d d i n g . 3 . 0 2 S O D D I N G A . S o d d i n g : 1 . L i g h t l y w a t e r p r e p a r e d g r a d e , l a y s o d w i t h s t a g g e r e d j o i n t s a n d w i t h e d g e s t o u c h i n g . T o p d r e s s w i t h t o p s o i l a t e d g e s i f n e c e s s a r y t o p r o v i d e s m o o t h s u r f a c e . O n s l o p e s o f 2 t o 1 a n d g r e a t e r , f a s t e n s o d i n p l a c e w i t h w o o d p e g s ( t w o e a c h p i e c e ) o r o t h e r a p p r o v e d m e t h o d . S o d d a m a g e d b y s t o r a g e o r d u r i n g i n s t a l l a t i o n s h a l l b e r e j e c t e d . F o l l o w i n g s e t t l i n g , t o p d r e s s w i t h s c r e e n e d , a p p r o v e d t o p s o i l . 2 . W a t e r a n d f e r t i l i z e a t 5 l b s . p e r 1 , 0 0 0 s q . f t . 3 . S o d s h a l l n o t b e p l a c e d d u r i n g a d r o u g h t , n o r d u r i n g p e r i o d s w h e n s o d i s n o t n o r m a l l y p l a c e d i n t h e a r e a , a n d s h a l l n o t b e p l a c e d o n f r o z e n g r o u n d . N o d r y o r f r o z e n s o d i s a c c e p t a b l e . 4 . T h e c o n t r a c t o r s h a l l k e e p a l l k e e p a l l s o d d e d a r e a s m o i s t a n d g r o w i n g u n t i l F i n a l A c c e p t a n c e . A l l a r e a s s h a l l b e m a i n t a i n e d i n a n a c c e p t a b l e c o n d i t i o n u n t i l a c c e p t a n c e b y O w n e r . B . R o l l i n g : 1 . A f t e r p l a c i n g s o d , r o l l w i t h a h a n d r o l l e r , w e i g h i n g n o t m o r e t h a n 1 0 0 l b s . p e r f o o t o f w i d t h , i n t w o d i r e c t i o n s . 2 . E l i m i n a t e a l l a i r p o c k e t s ; f i n i s h e d s u r f a c e s h o u l d b e f r e e o f e x c e s s i v e u n d u l a t i o n s . 3 . 0 5 M A I N T E N A N C E A N D M A N A G E M E N T A . I n c l u d e s p r o t e c t i o n , r e p l a n t i n g , m a i n t a i n i n g g r a d e s , r e p a i r o f e r o s i o n d a m a g e . A l s o i n c l u d e s w e e k l y m o w i n g a t 1 1 / 2 " h e i g h t u n t i l f i n a l a c c e p t a n c e . B . R e s o d d i n g : 1 . R e s o d d a m a g e d o r u n a c c e p t a b l e a r e a s . 2 . R u t s , r i d g e s , a n d o t h e r s u r f a c e i r r e g u l a r i t i e s s h a l l b e c o r r e c t e d . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E N D O F S E C T I O N C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 9 / 1 6 / 2 0 0 0 2 3 5 3 9 T H I S E L E C T R O N I C D R A W I N G F I L E I S R E L E A S E D U N D E R T H E A U T H O R I T Y O F G R E G O R Y C U P P E T T , L I C E N S E D I R R I G A T O R & L A N D S C A P E A R C H I T E C T ( L I C E N S E D I R R I G A T O R N U M B E R 0 0 2 3 5 3 9 , L A N D S C A P E A R C H I T E C T R E G I S T R A T I O N N U M B E R 2 6 7 2 ) O N 0 9 / 1 6 / 2 0 W H O M A I N T A I N S T H E O R I G I N A L F I L E . T H I S E L E C T R O N I C R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S A N D T H E R U L E S A N D E L E C T R O N I C D R A W I N G F I L E A G R E E S T O A S S U M E A L L R E S P O N S I B I L I T Y F O R A N Y M O D I F I C A T I O N T O O R U S E O F T H I S D R A W I N G F I L E T H A T I S I N C O N S I S T E N T W I T H T H E R E Q U I R E M E N T S O F T H E R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S A N D T H E T E X A S D E P A R T M E N T O F L I C E N S I N G A N D R E G U L A T I O N . N O P E R S O N M A Y M A K E M O D I F I C A T I O N S T O T H I S E L E C T R O N I C D R A W I N G F I L E W I T H O U T T H E I R R I G A T O R / L A N D S C A P E A R C H I T E C T ' S E X P R E S S W R I T T E N P E R M I S S I O N . D R A W I N G F I L E M A Y B E U S E D A S A B A C K G R O U N D D R A W I N G . P U R S U A N T T O R U L E 3 . 1 0 3 ( F ) O F T H E R E G U L A T I O N S O F T H E T E X A S D E P A R T M E N T O F L I C E N S I N G A N D R E G U L A T I O N , T H E U S E R O F T H I S 0 2 7 5 0 - 2 F ¾ ¾ ¾ C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 9 / 1 6 / 2 0 0 0 2 3 5 3 9 T H I S E L E C T R O N I C D R A W I N G F I L E I S R E L E A S E D U N D E R T H E A U T H O R I T Y O F G R E G O R Y C U P P E T T , L I C E N S E D I R R I G A T O R & L A N D S C A P E A R C H I T E C T ( L I C E N S E D I R R I G A T O R N U M B E R 0 0 2 3 5 3 9 , L A N D S C A P E A R C H I T E C T R E G I S T R A T I O N N U M B E R 2 6 7 2 ) O N 0 9 / 1 6 / 2 0 W H O M A I N T A I N S T H E O R I G I N A L F I L E . T H I S E L E C T R O N I C R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S A N D T H E R U L E S A N D E L E C T R O N I C D R A W I N G F I L E A G R E E S T O A S S U M E A L L R E S P O N S I B I L I T Y F O R A N Y M O D I F I C A T I O N T O O R U S E O F T H I S D R A W I N G F I L E T H A T I S I N C O N S I S T E N T W I T H T H E R E Q U I R E M E N T S O F T H E R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S A N D T H E T E X A S D E P A R T M E N T O F L I C E N S I N G A N D R E G U L A T I O N . N O P E R S O N M A Y M A K E M O D I F I C A T I O N S T O T H I S E L E C T R O N I C D R A W I N G F I L E W I T H O U T T H E I R R I G A T O R / L A N D S C A P E A R C H I T E C T ' S E X P R E S S W R I T T E N P E R M I S S I O N . D R A W I N G F I L E M A Y B E U S E D A S A B A C K G R O U N D D R A W I N G . P U R S U A N T T O R U L E 3 . 1 0 3 ( F ) O F T H E R E G U L A T I O N S O F T H E T E X A S D E P A R T M E N T O F L I C E N S I N G A N D R E G U L A T I O N , T H E U S E R O F T H I S T Y P I C A L I N S T A L L A T I O N O F S C A L E : N O T T O S C A L E S W I N G - J O I N T R I S E R R O T A R Y S P R I N K L E R O N S W I N G J O I N T P R E - M A N U F A C T U R E D SCALE: NOT TO SCAL E ELECTRIC CONTROL VALV E S I D E V I E W F O R E N D O F L I N E T E E O R E L B O W T H R E A D E D O U T L E T S P R I N K L E R P l a n V i e w S C A L E : N O T T O S C A L E H E A D L A Y O U T T H R U S T B L O C K S - P L A N V I E W SCALE: NOT TO SCAL E QUICK COUPLER VAL V E C O N C R E T E S C A L E : N O T T O S C A L E T R E N C H D O U B L E C H E C K V A L V E / W Y E S T R A I N E R A S S E M B L Y T Y P I C A L I N S T A L L A T I O N S C A L E : N O T T O S C A L E S P R A Y H E A D A S S P E C I F I E D S P R A Y H E A D S C A L E : N O T T O S C A L E T Y P I C A L I N S T A L L A T I O N O F H U N T E R S W I N G J O I N T M O D E L H S J - 0 TRENCH DETAILSCALE: NOT TO SCALE I R R I G A T I O N N O T E S : C h e c k e d B y D r a w n B y S h e e t N u m b e r S h e e t T i t l e I s s u e d : R e v i s i o n s D a t e N o . D e s c r i p t i o n I s s u e D a t e P r o j e c t N o : W A R D A R C H I T E C T U R E P L L C 6 0 9 C H E E K S P A R G E R R D ( 8 1 7 ) 2 8 1 - 5 6 0 0 BUILDING 2 - ADDITION SOUTHLAKE, TX 76092 TARRANT 771 EAST SOUTHLAKE BLVD. 0 7 / 0 7 / 2 0 2 0 0 7 / 0 7 / 2 0 2 0 2 0 - 1 2 C R A / S R G A W W A R D A R C H I T E C T U R E @ S B C G L O B A L . N E T C O L L E Y V I L L E , T E X A S 7 6 0 3 4 O W N E R I N F O R M A T I O N : M R . S A N D E E P S A N D H U N O O R N E E L 7 0 4 G A T E S H E A D C T . S O U T H L A K E , T X 7 6 0 9 2 8 1 7 ) 4 1 6 . 7 9 0 9 s a n d e e p . s a n d u u @ n o o r n e e l . c o m C A S E N O . Z A 2 0 - 0 0 4 1 LOT 9, BLOCK A O.W. KNIGHT NO 899 ADDITION 0 9 / 1 6 / 2 0 0 0 2 3 5 3 9 T H I S E L E C T R O N I C D R A W I N G F I L E I S R E L E A S E D U N D E R T H E A U T H O R I T Y O F G R E G O R Y C U P P E T T , L I C E N S E D I R R I G A T O R & L A N D S C A P E A R C H I T E C T ( L I C E N S E D I R R I G A T O R N U M B E R 0 0 2 3 5 3 9 , L A N D S C A P E A R C H I T E C T R E G I S T R A T I O N N U M B E R 2 6 7 2 ) O N 0 9 / 1 6 / 2 0 W H O M A I N T A I N S T H E O R I G I N A L F I L E . T H I S E L E C T R O N I C R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S A N D T H E R U L E S A N D E L E C T R O N I C D R A W I N G F I L E A G R E E S T O A S S U M E A L L R E S P O N S I B I L I T Y F O R A N Y M O D I F I C A T I O N T O O R U S E O F T H I S D R A W I N G F I L E T H A T I S I N C O N S I S T E N T W I T H T H E R E Q U I R E M E N T S O F T H E R U L E S A N D R E G U L A T I O N S O F T H E T E X A S B O A R D O F A R C H I T E C T U R A L E X A M I N E R S A N D T H E T E X A S D E P A R T M E N T O F L I C E N S I N G A N D R E G U L A T I O N . N O P E R S O N M A Y M A K E M O D I F I C A T I O N S T O T H I S E L E C T R O N I C D R A W I N G F I L E W I T H O U T T H E I R R I G A T O R / L A N D S C A P E A R C H I T E C T ' S E X P R E S S W R I T T E N P E R M I S S I O N . D R A W I N G F I L E M A Y B E U S E D A S A B A C K G R O U N D D R A W I N G . P U R S U A N T T O R U L E 3 . 1 0 3 ( F ) O F T H E R E G U L A T I O N S O F T H E T E X A S D E P A R T M E N T O F L I C E N S I N G A N D R E G U L A T I O N , T H E U S E R O F T H I S FLOW CONTROL ZONE KITSCALE: NOT TO SCALE DRI P L I N E O N G R A D E SCAL E : N O T T O S C A L E SECTION - NO SCALE LINE FLUSHING VALVE L F T Y P I C A L D R I P L I N E E N D F E E D L A Y O U T D E T A I L - N O S C A L E S E C T I O N - N O S C A L E D R I P L I N E S T A R T C O N N E C T I O N C1.00 P R O J E C T G E N E R A L N O T E S SHEET THAT APPLY. CONTRACTOR SHALL ADERE TO ALL NOTES THIS J O B D A T E C H E C K E D B Y D A T E N O . SHEET R E V I S I O N D R A W N D E S I G N E D K . M . H . K . M . H . 2 1 7 - 0 4 3 9 / 2 1 / 2 0 2 0 C O N S U L T I N G N O F - 0 0 5 2 6 0 T E X A S R E G I S T R A T I O N C I V I L & E N V I R O N M E N T A L E N G I N E E R S - P L A N N E R S - C O N S T R U C T I O N M A N A G E R S 8 2 4 1 M I D - C I T I E S B L V D . - N O R T H R I C H L A N D H I L L S , T E X A S 7 6 1 8 2 K . M . H . S O U T H L A K E , T E X A S L O T 9 - O . W . K N I G H T N O . 8 9 9 A D D I T I O N P H O N E ( 8 1 7 ) 2 6 8 - 0 4 0 8 w w w . h a m i l t o n d u f f y . c o m 7 7 1 E . S O U T H L A K E B L V D . P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W CASE NO: ZA20-0041 H Y D S DD SS H Y D S DD S S 87°38'18" W 104.85' TO 5/8" IRF BLOCK 1 LOT 2R CAB. A, SLD. 10956 P.R.T.C.T. LOTS 2R & 4, BLOCK 1, PECAN CREEK (VARIABLE WIDTH RIGHT-OF-WAY) (F.M. HIGHWAY 1709) HOLE PHONE MAN W/MAN HOLE STORM DRAIN PIPE GAS SIGN METER ELECTRIC METER ELECTRIC METER ELECTRIC SIGN HANDICAP SIGN HANDICAP BOXES MAIL R A M P AREA DUMPSTER BUILDING BRICK & STONE SIGN HANDICAP SIGN HANDICAP SIGN FLUME CONC. METER ELECTRIC LIGHT YARD POLE FLAG R O C KS WALL HEAD METAL PIPE CORRUGATED 24" WALL HEAD FLUME CONC. 50' B.L. (PLAT) D.R.T.C.T. VOL. 13279, PG. 557, TRACT 3, C R E E K 0.8' (OUT) DRAIN FRENCH D.R.T.C.T. VOL. 10432, PG. 1166 LIMITED PARTNERSHIP RUCKER FAMILY O.P.R.T.C.T. INST. NO. D213159371, ZELDA OFFICES LOT 1, BLOCK A, O.P.R.T.C.T. INST. NO. D215120478, ZELDA OFFICES LOT 2, BLOCK A, D.R.T.C.T. VOL. 10432, PG. 1166 LIMITED PARTNERSHIP RUCKER FAMILY BUILDING STONE BRICK & 1.722 OF AN ACRE 74,992 SQ. FT. OR TRACT 1 SITE BENCHMARK CURB ELEVATION = 101.15' SQUARE CUT ON TOP OF S S S S S S S S W W W FF 102.68 9 8'99'9 9'1 0 0' 100'101' 1 0 2' 1 0 0 1 0 0 FF 102.68 C1.01 150 30 SCALE 1" = 30' 60 D R A I N A G E A R E A M A P 690 (IN/HR) COMMENTS (CFS) QI 9.24 9.24 100 100Tc A MARK B 0.14 0.44 (AC) AREA 0.90 C (MIN.) 10 10 1.16 3.66 0.90 EXISTING SITE DRAINAGE DATA 99' 9.24 9.24 C D 0.80 0.90 10 10 2.51 4.99 0.34 EXISTING DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP 9.240.30 10 2.490.90OS1 TO EXIST. CURB CUT/FLUME TO EXIST. FLUME SHEET FLOW TO CREEK TO EXIST. CURB CUT/GRASS SWALE SHEET FLOW TO CREEK 0.60 1 2.28 FLOW TOTAL 14.82 1) WEIGHTED RUNOFF COEFFICIENT = [0.74(0.30)+0.06(0.90)]/0.80 = 0.34 (IN/HR) COMMENTS (CFS) QI 9.24 9.24 100 100Tc A MARK B 0.14 0.44 (AC) AREA 0.90 C (MIN.) 10 10 1.16 3.66 0.90 PROPOSED SITE DRAINAGE DATA 9.24 9.24 C D 0.82 0.90 10 10 2.80 4.82 0.37 9.240.30 10 2.490.90OS1 TO EXIST. CURB CUT/FLUME TO EXIST. FLUME SHEET FLOW TO CREEK TO EXIST. CURB CUT/GRASS SWALE SHEET FLOW TO CREEK 0.58 1 2.28 FLOW TOTAL 14.93 1) WEIGHTED RUNOFF COEFFICIENT = [0.73(0.30)+0.09(0.90)]/0.82 = 0.37 PRE-DEVELOPED FLOWS APPROXIMATELY EQUAL TO = 0.30 FOR UNDEVELOPED RUNOFF COEFFICIENT = 0.90 FOR OFFICE COMMERICAL ZONIING (IMPERVIOUS) PROPERTIES AND MEETS THE PROVISIONS OF ORDINANCE NO. 605. *DISCHARGE OF POST DEVELOPMENT RUNOFF HAS NO ADVERSE IMPACT ON DOWNSTREAM IS BEING CONSTRUCTED IN THE SAME AREA AS EXISTING PAVING THAT IS TO BE REMOVED. THEREFORE, DETENTION IS NOT REQUIRED FOR THIS SITE. THE NEW BUILDING ADDITION PRE-DEVELOPED AND POST DEVELOPED DISCHARGE RATES ARE VIRTUALLY UNCHANGED, DRAINAGE NOTES: RATIONAL METHOD CIA = Q RAINFALL INTENSITIES PER CITY OF FORT WORTH (ISWM) LEGEND EXISTING ELEVATION CONTOUR FLOW DIRECTION DRAINAGE DIVIDE PROPOSED ELEVATION CONTOUR A2 DRAINAGE AREA A B C D OS1 A B C D OS1 AND GRASS SWALE EXISTING CURB CUT AND GRASS SWALE EXISTING CURB CUT N 87°49'58" E 206.48' PLAT N 1 8 ° 2 3' 3 0 " W 5 3 3. 6 9' M E A S ( S 0 0 ° 1 6 ' 4 1 " E 1 0 7 2 . 3 7 ' P L A T ) S 0 0 ° 1 8 ' 1 5 " E 8 0 3 . 2 4 ' M E A S . ( 5 3 3. 7 2' P L A T ) EASEMENT (PLAT) 14' COMMON ACCESS EASEMENT (PLAT) 10' UTILITY EASEMENT EASEMENT (PLAT) 10' DRAINAGE & UTILITY EASEMENT (PLAT) 7.5' DRAINAGE & UTILITY (AS SHOWN ON PLAT) VOL. 12805, PG. 671, D.R.T.C.T. 10' UTILITY EASEMENT EASEMENT (PLAT) 10'X15' UTILITY O.P.R.T.C.T. INST. NO. D212298329, 10' ELECTRIC EASEMENT D.R.T.C.T. 557, & VOL. 13378, PG. 164, EASEMENT, VOL. 13279, PG. 12' UTILITY AND ACCESS O.P.R.T.C.T. INST. NO. D212298329, ELECTRIC EASEMENT 10' TRI-COUNTY NEW 2 STORY ADDITION 4,828 SF J O B D A T E C H E C K E D B Y D A T E N O . SHEET R E V I S I O N D R A W N D E S I G N E D K . M . H . K . M . H . 2 1 7 - 0 4 3 9 / 2 1 / 2 0 2 0 C O N S U L T I N G N O F - 0 0 5 2 6 0 T E X A S R E G I S T R A T I O N C I V I L & E N V I R O N M E N T A L E N G I N E E R S - P L A N N E R S - C O N S T R U C T I O N M A N A G E R S 8 2 4 1 M I D - C I T I E S B L V D . - N O R T H R I C H L A N D H I L L S , T E X A S 7 6 1 8 2 K . M . H . S O U T H L A K E , T E X A S L O T 9 - O . W . K N I G H T N O . 8 9 9 A D D I T I O N P H O N E ( 8 1 7 ) 2 6 8 - 0 4 0 8 w w w . h a m i l t o n d u f f y . c o m 7 7 1 E . S O U T H L A K E B L V D . P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W CASE NO: ZA20-0041 9 8'99'9 9'1 0 0' 100'101' 1 0 2' N 87°49'58" E 206.48' PLAT N 1 8 ° 2 3' 3 0 " W 5 3 3. 6 9' M E A S ( S 0 0 ° 1 6 ' 4 1 " E 1 0 7 2 . 3 7 ' P L A T ) S 0 0 ° 1 8 ' 1 5 " E 8 0 3 . 2 4 ' M E A S . ( 5 3 3. 7 2' P L A T ) EASEMENT (PLAT) 14' COMMON ACCESS EASEMENT (PLAT) 10' UTILITY EASEMENT EASEMENT (PLAT) 10' DRAINAGE & UTILITY EASEMENT (PLAT) 7.5' DRAINAGE & UTILITY (AS SHOWN ON PLAT) VOL. 12805, PG. 671, D.R.T.C.T. 10' UTILITY EASEMENT EASEMENT (PLAT) 10'X15' UTILITY O.P.R.T.C.T. INST. NO. D212298329, 10' ELECTRIC EASEMENT D.R.T.C.T. 557, & VOL. 13378, PG. 164, EASEMENT, VOL. 13279, PG. 12' UTILITY AND ACCESS O.P.R.T.C.T. INST. NO. D212298329, ELECTRIC EASEMENT 10' TRI-COUNTY S 87°38'18" W 104.85' TO 5/8" IRF BLOCK 1 LOT 2R CAB. A, SLD. 10956 P.R.T.C.T. LOTS 2R & 4, BLOCK 1, PECAN CREEK (VARIABLE WIDTH RIGHT-OF-WAY) (F.M. HIGHWAY 1709) HOLE PHONE MAN W/MAN HOLE STORM DRAIN PIPE GAS SIGN METER ELECTRIC METER ELECTRIC METER ELECTRIC SIGN HANDICAP SIGN HANDICAP BOXES MAIL R A M P AREA DUMPSTER BUILDING BRICK & STONE SIGN HANDICAP SIGN HANDICAP SIGN FLUME CONC. METER ELECTRIC LIGHT YARD POLE FLAG R O C KS WALL HEAD HANDICAP SIGN METAL PIPE CORRUGATED 24" WALL HEAD FLUME CONC. 50' B.L. (PLAT) D.R.T.C.T. VOL. 13279, PG. 557, TRACT 3, C R E E K 0.8' (OUT) DRAIN FRENCH D.R.T.C.T. VOL. 10432, PG. 1166 LIMITED PARTNERSHIP RUCKER FAMILY O.P.R.T.C.T. INST. NO. D213159371, ZELDA OFFICES LOT 1, BLOCK A, O.P.R.T.C.T. INST. NO. D215120478, ZELDA OFFICES LOT 2, BLOCK A, D.R.T.C.T. VOL. 10432, PG. 1166 LIMITED PARTNERSHIP RUCKER FAMILY BUILDING STONE BRICK & 1.722 OF AN ACRE 74,992 SQ. FT. OR TRACT 1 SITE BENCHMARK CURB ELEVATION = 101.15' SQUARE CUT ON TOP OF S S S S S S S S W W W FF 102.68 CAB. A, SLD. 10956 P.R.T.C.T. LOTS 2R & 4, BLOCK 1, PECAN CREEK METER ELECTRIC POLE FLAG O.P.R.T.C.T. INST. NO. D215120478, ZELDA OFFICES LOT 2, BLOCK A, D.R.T.C.T. VOL. 10432, PG. 1166 LIMITED PARTNERSHIP RUCKER FAMILY BUILDING STONE BRICK & SITE BENCHMARK CURB ELEVATION = 101.15' SQUARE CUT ON TOP OF S S S S W FF 102.68 9 8'99'9 9'1 0 0' 100'101' 1 0 2' INCLUDED AND MADE A PART OF THESE DRAWINGS. DESIGN STANDARDS AND DETAILS, WHICH ARE THE DETAILS STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG G R A D I N G P L A N C1.02 50 10 SCALE 1" = 10' 20 D.R.T.C.T. VOL. 10432, PG. 1166 LIMITED PARTNERSHIP RUCKER FAMILY O.P.R.T.C.T. INST. NO. D215120478, ZELDA OFFICES LOT 2, BLOCK A, 100' 100 ! CONTRACTOR NOTICE ! ALL SIDEWALKS, AND PAVED AREAS, REQUIRING ADA ACCESS SHALL BE PARAMETERS, THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. !!! CRITICAL !!! !!!IMPORTANT!!! CONTOURS REPRESENT FINISHED GRADES. ALL PAVING SHALL BE EXCAVATED TO SUBGRADE PER TYPICAL PAVING SECTIONS (SEE DETAILS). LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION. ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE TO THE ENGINEER FOR RECONCILIATION. GUIDELINES, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY, IN WRITING, GRADES AS SHOWN ON THE PLANS CONFLICT WITH TAS/ADA ACCESSIBILITY FOR VERIFICATION OF ADA ACCESSIBILITY TO ALL DOORWAYS, ETC. IF ANY BE CONSTRUCTED TO THE TOP OF SUBGRADE. THE CONTRACTOR IS RESPONSIBLE UNDER PAVEMENT AND/OR BUILDING FINISHED FLOORS, FINISHED GRADES SHALL ROUGH GRADING SHALL BE WITHIN 0.1 FT + OR - OF FINISHED GRADES SHOWN. CONSTRUCTION NOTES: AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY SODDED WITH NATIVE BERMUDA GRASS OR HYDROMULCHED AS DIRECTED BY ENGINEER. ALL CONCRETE INTERFACES AND CHANGES IN CONCRETE THICKNESS WILL HAVE AN EXPANSION JOINT FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS PROVIDED. ALL SIDEWALKS SHALL CONFORM TO A.D.A. REQUIREMENTS. ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED GRADE SO AS NOT TO IMPEDE DRAINAGE. ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED EXPANSION JOINT MATERIAL AND SEALANT. MATCH ALL WATER METERS, SANITARY SEWER CLEANOUTS, ETC. WITH FINISHED GRADE SITE GRADING LEGEND FLOW DIRECTION FL = FLOW LINE BW = BOTTOM WALL TW = TOP WALL FG = FINISHED GRADE GT = GUTTER TC = TOP CURB TG = TOP GRATE INLET TI = TOP INLET TP = TOP PAVEMENT FF = FINISHED FLOOR PROPOSED ELEVATION CONTOUR EXISTING ELEVATION CONTOUR TREE PROTECTION STRUCTURES. FLOW AWAY FROM THE BUILDING AND OTHER LEDGE. FINAL GRADE SHALL ENSURE POSITIVE LANDSCAPING BE PLACED ABOVE THE BRICK UNDER NO CIRCUMSTANCES SHALL SOD OR UNLESS NOTED OTHERWISE. TOP OF PAVING, TOP OF SOD AND/OR LANDSCAPING, FINISHED GRADES SHOWN HEREON REPRESENT !! FINAL GRADING NOTE !! GENERAL NOTES IMMEDIATELY STABILIZED WITH HYDROMULCH AT MINIMUM OR GRASS SOD. WITH CONSTRUCTION ACTIVITIES. ALL GRADED SLOPES NEXT TO CREEK SHALL IN THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED 9 . CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED 8. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN. 7. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. 6. SEE PAVING PLAN FOR CONCRETE SPECIFICATIONS AND LAYOUT. MINIMUM OF 1% SLOPE AROUND BUILDING PAD. 5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A BE BORNE BY THE CONTRACTOR. GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY AT MINIMUM, SELECT FILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 95" 4. ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHNICAL REPORT. PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS, ROADEWAYS, ETC. LIMITED TO, TRENCH BACKFILL, SIDE SLOPES, FENCES, IRRIGATION SYSTEMS, CULVERT THE ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT 3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO FLATTER UNLESS OTHERWISE NOTED. STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H:1V OR 2. THE TOP FOUR (4") INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND THAT MAY CONFLICT WITH PROPOSED LAYOUT. OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, CLEARING AND REMOVAL N 1 8 ° 2 3' 3 0 " W 5 3 3. 6 9' M E A S ( S 0 0 ° 1 6 ' 4 1 " E 1 0 7 2 . 3 7 ' P L A T ) S 0 0 ° 1 8 ' 1 5 " E 8 0 3 . 2 4 ' M E A S . ( 5 3 3. 7 2' P L A T ) EASEMENT (PLAT) 14' COMMON ACCESS EASEMENT (PLAT) 10' UTILITY EASEMENT EASEMENT (PLAT) 10' DRAINAGE & UTILITY D.R.T.C.T. 557, & VOL. 13378, PG. 164, EASEMENT, VOL. 13279, PG. 12' UTILITY AND ACCESS NEW 2 STORY ADDITION 4,828 SF J O B D A T E C H E C K E D B Y D A T E N O . SHEET R E V I S I O N D R A W N D E S I G N E D K . M . H . K . M . H . 2 1 7 - 0 4 3 9 / 2 1 / 2 0 2 0 C O N S U L T I N G N O F - 0 0 5 2 6 0 T E X A S R E G I S T R A T I O N C I V I L & E N V I R O N M E N T A L E N G I N E E R S - P L A N N E R S - C O N S T R U C T I O N M A N A G E R S 8 2 4 1 M I D - C I T I E S B L V D . - N O R T H R I C H L A N D H I L L S , T E X A S 7 6 1 8 2 K . M . H . S O U T H L A K E , T E X A S L O T 9 - O . W . K N I G H T N O . 8 9 9 A D D I T I O N P H O N E ( 8 1 7 ) 2 6 8 - 0 4 0 8 w w w . h a m i l t o n d u f f y . c o m 7 7 1 E . S O U T H L A K E B L V D . P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W CASE NO: ZA20-0041 1 0 0 1 0 0 FF 102.68 + + +++ + +++++ + ++++++ ++ TP 102.68 TP 102.68 TP 102.60 TP 102.55 TP 102.60 TP 101.05 TP 101.10 TP 100.45 TP 100.40 TP 100.25 EXIST. MATCH TP 100.00 EXIST. MATCH TP 99.72 + + + TP 99.35 EXIST. MATCH GT 100.00 TC 100.50 GT 100.55 TC 100.55 GT 100.60 TC 100.85 GT 101.00 TC 102.52 GT 100.75 TC 101.50 GT 100.75 TC 102.00 GT 100.85 TC 102.35 + M A X 2 % M A X 2 % MAX 2% MAX 2% EXIST. MATCH TP 99.90 + + M A X 5 % GT 101.00 TC 102.60 S W A L E + + TP 99.80 TP 99.65 +GT 100.70 TC 101.94 TP 100.30 TP 100.55 + TP 100.33 +TP 101.05 H E I G H T 18'6 ' 5 ' 18' 6 8 . 6 ' 12' 2 4 ' 5' 1 1 ' 8 . 5 ' 3'R 3'R 9 ' CAB. A, SLD. 10956 P.R.T.C.T. LOTS 2R & 4, BLOCK 1, PECAN CREEK METER ELECTRIC POLE FLAG O.P.R.T.C.T. INST. NO. D215120478, ZELDA OFFICES LOT 2, BLOCK A, D.R.T.C.T. VOL. 10432, PG. 1166 LIMITED PARTNERSHIP RUCKER FAMILY BUILDING STONE BRICK & SITE BENCHMARK CURB ELEVATION = 101.15' SQUARE CUT ON TOP OF S S S S W FF 102.68 INCLUDED AND MADE A PART OF THESE DRAWINGS. DESIGN STANDARDS AND DETAILS, WHICH ARE THE DETAILS STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG P A V I N G P L A N C1.03 GENERAL NOTES - PAVING IMPROVEMENTS 50 10 SCALE 1" = 10' 20 N.T.S. TURNED-DOWN CURB/WALL 8" SIDEWALK STEEL PARKING PAVING CURB STOP #3 BARS @ 12" O.C.E.W. IF REQ'D GUARD RAIL UNIFORM TRAFFIC CONTROL DEVICES. CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL ON 10. ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. SHALL ALSO PROVIDE CONCRETE RAMPS, SIGNS, AND CURB STOPS AS SHOWN. 8. CONTRACTOR SHALL PAINT & STRIPE ALL PARKING AS SHOWN. CONTRACTOR 7. SEE GRADING PLAN FOR FINISHED PAVEMENT ELEVATIONS. REPORT. TRAFFIC LANES TO BE 6" THICK. AT 18" CTRS. ON SUBGRADE COMPACTED AND STABILIZED PER GEOTECHNICAL 6. ALL PARKING LOT PAVING SHALL BE 5" THICK REINFORCED CONCRETE W/ # 3 BARS 5. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. SAW JOINTS SHALL EXTEND THROUGH THE CURB. 4. SIX (6") INCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT. INTENDED JOINT LAYOUT TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. HOURS FOLLOWING EACH POUR. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF 3. SAW JOINTS SHALL BE CUT ON MAXIMUM FIFTEEN (15') FOOT CENTERS WITHIN 24 EDGES OF PAVEMENT (AS APPLICABLE)3 2. SUBGRADE SHALL EXTEND FOR A MINIMUM OF 1'-0" BEYOND LIMITS OF CURB LINES OR OWNER AND ENGINEER. ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR. SEVEN DAY AND TWENTY-EIGHT DAY TEST RESULTS SHALL BE FURNISHED TO THE TAKEN BY AN APPROVED TESTING LABORATORY EACH DAY CONCRETE IS POURED. 1. ALL CONCRETE SHALL BE 3,600 PSI AT 28 DAYS. TWO TEST CYLINDERS SHALL BE PAVEMENT AT EXISTING EDGE OF PROVIDE DOWELED JOINT THESE PLANS RAMP PER DETAILS CONSTRUCT 24' STOPS AS REQ'D. PROVIDE CURB STOPS AS REQ'D. PROVIDE CURB THESE PLANS RAMP PER DETAILS CONSTRUCT 18' LANDING LANDING STOPS AS REQ'D. PROVIDE CURB RAMP CONSTRUCT 6' TOWARD NEW DOOR WITH NEW 5% MAX SLOPE WALK EXISTING WALK AND REPLACE REMOVE AND DISPOSE OF RESTRIPE FIRE LANE ALONG FRONT CURB/WALL TURNED-DOWN ENTIRE LENGTH CURB/WALL TURNED-DOWN UTILITY RELOCATION NOTE: IF ANY EXISTING UTILITY POLES, POWER POLES, GUY WIRES, TELEPHONE UTILITIES, ETC. ARE FOUND THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND COORDINATE THE RELOCATION OF ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS, !!! CRITICAL !!! LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION. @ 18" O.C.E.W. 4" THICK CONCRETE SIDEWALK W/ #3 BARS @ 18" O.C.E.W. (PEDESTRIAN PARKING) 5" THICK CONCRETE PAVEMENT W/ #4 BARS @ 18" O.C.E.W. (FIRE LANE ) 6" THICK CONCRETE PAVEMENT W/ #4 BARS PAVING LEGEND 2% MAX SLOPE V A R I E S AS REQUIRED PROVIDE STEPS N 1 8 ° 2 3' 3 0 " W 5 3 3. 6 9' M E A S ( S 0 0 ° 1 6 ' 4 1 " E 1 0 7 2 . 3 7 ' P L A T ) S 0 0 ° 1 8 ' 1 5 " E 8 0 3 . 2 4 ' M E A S . ( 5 3 3. 7 2' P L A T ) EASEMENT (PLAT) 14' COMMON ACCESS EASEMENT (PLAT) 10' UTILITY EASEMENT EASEMENT (PLAT) 10' DRAINAGE & UTILITY D.R.T.C.T. 557, & VOL. 13378, PG. 164, EASEMENT, VOL. 13279, PG. 12' UTILITY AND ACCESS NEW 2 STORY ADDITION 4,828 SF J O B D A T E C H E C K E D B Y D A T E N O . SHEET R E V I S I O N D R A W N D E S I G N E D K . M . H . K . M . H . 2 1 7 - 0 4 3 9 / 2 1 / 2 0 2 0 C O N S U L T I N G N O F - 0 0 5 2 6 0 T E X A S R E G I S T R A T I O N C I V I L & E N V I R O N M E N T A L E N G I N E E R S - P L A N N E R S - C O N S T R U C T I O N M A N A G E R S 8 2 4 1 M I D - C I T I E S B L V D . - N O R T H R I C H L A N D H I L L S , T E X A S 7 6 1 8 2 K . M . H . S O U T H L A K E , T E X A S L O T 9 - O . W . K N I G H T N O . 8 9 9 A D D I T I O N P H O N E ( 8 1 7 ) 2 6 8 - 0 4 0 8 w w w . h a m i l t o n d u f f y . c o m 7 7 1 E . S O U T H L A K E B L V D . P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W CASE NO: ZA20-0041 12" 1 8 " P A V I N G D E T A I L S C1.03A N.T.S. N.T.S. CONSTRUCTION JOINT 24" #6 SMOOTH DOWEL SAWED CONTRACTION JOINT SEALING COMPOUND HOT POURED RUBBER JOINT CTRS. BOTH WAYS #3 BARS ON 18" VERTICAL SAW CUT T T / 2 T / 4 1 " SEALING COMPOUND 1" MIN. HOT POURED RUBBER JOINT LAP BARS 30 DIA & TIE CTRS. BOTH WAYS #3 BARS ON 18" SAWED GROOVE T T / 2 SECOND POUR FIRST POUR N.T.S. JOINT FILLER REDWOOD EXPANSION EXPANSION JOINT 16" DOWEL COATING MIN 2"11" METHOD APPROVED BY ENGINEER DOWEL SUPPORT SHALL BE OF A SEALING COMPOUND 1" MIN. HOT POURED RUBBER JOINT T T / 2 (SEE NOTE) (SEE NOTE) TRANSLUCENT DOWEL SLEEVE (CLOSED END TO FIT DOWEL & BE SECURED) TO BE INSTALLED 1 1/4" MIN. CLEARANCE NOTE: ALTERNATE REINFORCEMENT #4 BARS ON 24" CTRS. BOTH WAYS. 1/8" TO 3/16" WIDE (SPACED 200 FT. MAXIMUM; LOCATE AT 1/2" KEYWAY JOINT (FOR PAVEMENT THICKNESS > 6") #3 BARS ON 18" CTRS. BOTH WAYS (SEE NOTE) T T / 2 N.T.S. T/4 HOT POURED RUBBER JOINT SEALING COMPOUND SAWED GROOVE 1/2" WIDE STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) 2' C-C. 1 / 2 " H I G H T H R E S H O L D 1/4"- NOTE: GRADES SHOWN RELATIVE TO FINISHED FLOOR. 1:48 MAX. SLOPE MAX. SLOPE 1:20 1 : 4 8 1 : 4 8 1:20 MAX. SLOPE MAX. SLOPE PATH OF TRAVEL PATH OF TRAVEL PATH OF TRAVEL TYPICAL GRADING AT PEDESTRIAN DOOR 1:50 = .24" : 12" 1:20 = .60" : 12" 1:10 = 1.2" : 12" SCALE: N.T.S. 1:20 WHITE SYMBOL ON BLUE BACKGROUND REQUIRED BY CODE &/OR 3'-0" DEEP CONCRETE AS INDICATED ON DRAWINGS 2" SCH. 40 PIPE METALS, BASE TO BE PAINTED PER MISC. ABOVE CONC. WALK 7'-0" VAN ACCESSIBLE RESERVED PARKING (2 BOLTS PER PANEL) "VAN ACCESSIBLE" METAL SIGNAGE AT LOCATIONS AS NOTE: PROVIDE ADDITIONAL BACKGROUND - WHITE SECURE METAL SIGNAGE BOLTS; TYP. WITH 3/8" DIAMETER UNIFORM TRAFFIC DEVICES LEGEND AND BORDER - GREEN FEDERAL MANUAL ON R7-8 SIGN PER SIGN 12"X18" SPACE SIGNAGE DETAIL TYPICAL A.D.A. PARKING N.T.S. DOOR LEAF + 4' ON SIDEWALK) FROM SIDEWALK (NOT LANDSCAAPING 12" SIGN LOCATED IN - 1" - 1" LONG @ 12" O.C. #3 DOWEL BAR 12" LONG @ 12" O.C. #3 DOWEL BAR 12" (TYPICAL) SIDEWALK 6' CURB TAPERS 6" TO 0" SLOPE 6' 6' 6 " 6" TO 0" CURB TAPERS SLOPE L (CONCRETE CURB & GUTTER) F OF GUTTER TOP OF CURB 6' 12 : 1 MAX. 12 : 1 MAX. 5' 5' N.T.S. N.T.S. A.D.A. RAMP DETAIL ELEVATION VIEW PLAN VIEW N.T.S. NOT TO SCALE EXIST. PAVEMENT PROP. PAVEMENT EXISTING TO NEW PAVEMENT CONNECTION T/2 (SEE NOTES BELOW) 95% STD. PROCTOR DENSITY COMPACTED SUBGRADE REINFORCEMENT NOT SHOWN FOR CLARITY SUBGRADE PREPARATION NOTES 1. THE SUBGRADE SHOULD BE FIRM AND ABLE TO SUPPORT THE CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT. SOFT OR YIELDING SUBGRADE SHOULD BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS. THE SUBGRADE SHOULD BE PROOF ROLLED TO DETECT SOFT SPOTS, WHICH IF EXIST, SHOULD BE EXCAVATED AND REPLACED WITH SELECT FILL. EXPOSED SUBGRADE SHOLD BE PROOF ROLLED PRIOR TO COMPACTION WITH A HEAVY PNEUMATIC TIRED ROLLER, LOADED DUMP TRUCK, OR SIMILAR PIECE OF EQUIPMENT. AT MINIMUM, SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND COMPACTED TO A DENSITY OF 95 TO 100 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 (STANDARD PROCTOR). THE MOISTURE CONTENT SHALL RANGE FROM +/- 3% OF OPTIMUM. 2. FILL MATERIAL, WHERE REQUIRED, SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN UNCOMPACTED THICKNESS. THE UNCOMPACTED LIFT THICKNESS SHOULD BE REDUCED TO 4 INCHES FOR STRUCTURE BACKFILL ZONES REQUIRING HAND-OPERATED POWER COMPACTORS OR SMALL SELF-PROPELLED COMPACTORS. SELECT FILL MATERIAL SHALL CONSIST OF HOMOGENEOUS SOILS (CLEAN AND FREE OF CLODS AND ORGANIC MATERIAL) WITH A LIQUID LIMIT LESS THAN 50 AND NO GOCK GREATER THAN 4 INCHES IN MAXIMUM DIMENSION. THE FILL MATERIAL SHALL BE COMPACTED TO A DENSITY OF 95 TO 100 PERCENT OF MAXIMUM DRY DENSTIY AS DETERMINED BY ASTM D698 (STANDARD PROCTOR). THE MOISTURE CONTENT SHALL RANGE FROM +/- 3% OF OPTIMUM. 3. FIELD DENSITY TESTS SHOULD BE TAKEN AT A RATE OF ONE TEST PER 3,000 SQUARE FEET FOR EVERY LIFT WITH A MAXIMUM OF 2 TESTS PER LIFT. ALL COSTS FOR TESTING SHALL BE BORNE BY CONTRACTOR. 24" EXIST. PAVEMENT PROP. PAVEMENT 12" T/2 THIS SHEET PER EXPANSION JOINT DETAILS JOINT FILLER AND JOINT SEALANT PROVIDE REDWOOD EXPANSION FULL DEPTH SAW-CUT (SEE NOTES BELOW) 95% STD. PROCTOR DENSITY COMPACTED SUBGRADE DRILLED AND EPOXYED AT 18" C-C NO. 6 X 24" SMOOTH DOWEL BAR PAVEMENT CONNECTIONS PROVIDE AT ALL NEW TO EXISTING DETAIL THIS SHEET) (REFER TO EXPANSION JOINT REINFORCEMENT NOT SHOWN FOR CLARITY NOT TO SCALE WHEN EXISTING STEEL REINFORCMENT CANNOT BE SAVED WHEN EXISTING STEEL REINFORCMENT CAN BE SAVED ALTERNATE EXISTING TO NEW PAVEMENT CONNECTION DETAILS THIS SHEET SHOWN ON CONSTRUCTION JOINT PROVIDE SILICON JOINT SEALANT AS LEAVING REINFORCING STEEL IN PLACE. THEN BREAK REMAINING PAVEMENT 1" TO 1-1/2" DEEP SAW-CUT, OR WHEN AN EXPANSION JOINT IS REQUIRED ONTO EXISTING REMAINING STEEL. USE DETAIL BELOW. LAP NEW STEEL IS INTENDED TO BE AN EXPANSION JOINT, IF NOT, USE DETAIL BELOW. IF JOINT TO REMAIN IN PLACE IF POSSIBLE, EXISTING REINFORCING STEEL T = 5"- 6" T = 5"- 6" 6" CURB STRIPE AS PER T.A.S. MAXIMUM 1:50 CROSS SLOPE MAXIMUM 1:12 SLOPE MAXIMUM 1:50 CROSS SLOPE HANDICAP SIGN TYPICAL HANDICAP PARKING SPACE 9'9'9'9' 5 ' 1 8 ' ACCESS AISLE SIGN NTS ACCESSIBILITY INTERNATIONAL SYMBOL OF NTS AISLE AISLE STRIPING AND SIGN TYPICAL ADA ACCESS AND ANY CURB RAMPS PROVIDED SHALL BE IN COMPLIANCE WITH 2012 TAS SECTION 406. ALL CURB RAMPS THAT ARE CONSTRUCTED, RENOVATED, MODIFIED, OR ALTERED, BUT ARE NOT IN THE PUBLIC ROW MUST COMPLY WITH 2012 TAS CURB RAMPS NOT IN THE PUBLIC RIGHT-OF-WAY: 2% MAX SLOPE NO PARKING NO PARKING TOWING FINE AND SUBJECT TO VIOLATORS 48" AND NO HIGHER THAN 80" ABOVE GROUND LEVEL. D) BE INSTALLED SO THAT THE BOTTOM EDGE OF THE SIGN IS NO LOWER THAN C) BE NO MORE THAN 8" BELOW A SIGN REQUIRED BY TAS STANDARDS 502.6 B) SIGN TO BE MOUNTED ON A POLE, POST, WALL OR FREESTANDING BOARD LEAST 1". A) STATE "VIOLATORS SUBJECT TO FINE AND TOWING" IN A LETTER HEIGHT OF AT AISLE TO INCLUDE THE FOLLOWING: 2) A SIGN IDENTIFYING THE CONSEQUENCES OF PARKING ILLEGALLY IN A PAVED ACCESS C) CENTERED WITHIN EACH ACCESS AISLE ADJACENT TO THE PARKING SPACE B) LETTER HEIGHT OF AT LEAST 12" AND A STOKE WIDTH OF AT LEAST 2", AND A) SPELLED IN ALL CAPITAL LETTERS THE ADA PARKING SPACE AS FOLLOWS: 1) THE WORDS "NO PARKING" SHALL BE PAINTED ON ANY ACCESS AISLE ADJACENT TO J O B D A T E C H E C K E D B Y D A T E N O . SHEET R E V I S I O N D R A W N D E S I G N E D K . M . H . K . M . H . 2 1 7 - 0 4 3 9 / 2 1 / 2 0 2 0 C O N S U L T I N G N O F - 0 0 5 2 6 0 T E X A S R E G I S T R A T I O N C I V I L & E N V I R O N M E N T A L E N G I N E E R S - P L A N N E R S - C O N S T R U C T I O N M A N A G E R S 8 2 4 1 M I D - C I T I E S B L V D . - N O R T H R I C H L A N D H I L L S , T E X A S 7 6 1 8 2 K . M . H . S O U T H L A K E , T E X A S L O T 9 - O . W . K N I G H T N O . 8 9 9 A D D I T I O N P H O N E ( 8 1 7 ) 2 6 8 - 0 4 0 8 w w w . h a m i l t o n d u f f y . c o m 7 7 1 E . S O U T H L A K E B L V D . P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W CASE NO: ZA20-0041 2 ' - 1 0 " 12" TYP 6 " T Y P 12"12" EXP. JT. EXP. JT. CONC. LANDING CONC. LANDING TYPICAL W/#3 BARS @ 12" O.C.E.W. CONCRETE RAMP 4" SUBGRADE TYP. THIS SHEET REF. HANDRAIL DETAIL GROUT TYP. PIPE RAILING, 1‚" STD. STL.PLATE, TYP. ESCTUCHEON HANDRAIL IN PLACE CORE AND GROUT AS REQ'D TURN DOWN PIPE SLEEVES, PAINT PLATES @ 1-3/4" DIA. 6" L. SUPPORTS W/ESCOTHEON RAILING W/1-1/4" DIA. PIPE 1-1/4" DIA. STD. STL. PIPE STRIPING DETAIL TYPICAL PARKING N.T.S. 18' 18' 9'9' (TYP.) WHITE STRIPE 4" SOLID 6" TYP. 6" N.T.S. N.T.S. 2.0% MAX. CROSS SLOPE 2.0% MAX. CROSS SLOPE TYPICAL SIDEWALK SECTION - ADJACENT TO CURB - WIDTH VARIES TYPICAL SIDEWALK SECTION - WIDTH VARIES REINFORCING OF SIDEWALK SHALL BE MIN. #3 BARS @ 18" AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS 4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL 3/4" PRE-MOLDED EXPANSION JOINT MATERIAL 1" DEEP FINAL SEALANT TO BE NEUTRAL COLORED ELASTOMERIC SEALANT (SONNEBORN URETHANE SEALANT NP-2 OR APPROVED EQUAL) NOTE: EXPANSION JOINTS AT ANY DIRECTION CHANGE AND CONSTRUCTED IN ACCORDANCE WITH DETAILS THIS SHEET. SIDEWALK WILL BE SCORED OF FLAGGED AT 6' INTERVALS OR IN ACCORDANCE WITH APPLICABLE STANDARDS OF THE CITY. REINFORCING OF SIDEWALK SHALL BE MIN. #3 BARS @ 18" AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS 4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL40' MAXIMUM ON STRAIGHT RUNS. JOINTS TO BE CENTERS EACH WAY. CENTERS EACH WAY. STANDARD PROCTOR SUBGRADE TO MIN. 95% 6" THICK COMPACTED STANDARD PROCTOR SUBGRADE TO MIN. 95% 6" THICK COMPACTED TYPICAL SIDEWALK ADJACENT TO BUILDING #3 BARS @ 18" C.C.E.W. 12"12" 12" NATIVE MATERIAL COMPACTED JOINT MATERIAL OR RED WOOD EXPANSION 1"X4" ƒ" THICK PREMOLDED ALONG BUILDING OVER CONTINUOUS SEALANT SEALANT NP-2 OR APPROVED EQUAL) SEALANT (SONNEBORN URETHANE NEUTRAL COLORED ELASTOMERIC 1" DEEP FINAL SEALANT TO BE N.T.S. F.F. VARIES - SEE PLAN VARIES-SEE PLAN 4" THICK CONCRETE WILL BE 3,000 PSI @ 28 DAYS (THIS SECTION NOT TYPICAL) AND BRICK LEDGE DETAILS FOR TYPICAL GRADE BEAM/ SLAB SEE ARCHITECTURAL PLANS STANDARD PROCTOR DENSITY (ASTM D698). CONTRACTOR SHALL COMPACT SUBGRADE TO 95% POOR SOILS AS NECESSARY IF REQUIRED. AT MINIMUM, REPORT TO REDUCE POTENTIAL MOVEMENT DUE TO EXTERIOR FLATWORK AS REQUIRED BY GEOTECHNICAL CONTRACTOR SHALL PREPARE SUBGRADE BENEATH 8 " OF FLATWORK AT BUILDING AND AT EDGES 12" X 12" THICKNED EDGES OF FLATWORK AT BUILDING AND AT EDGES 12" X 12" THICKNED EDGES EQUAL) SEALANT NP-2 OR APPROVED SEALANT (SONNEBORN URETHANE NEUTRAL COLORED ELASTOMERIC 1" DEEP FINAL SEALANT TO BE TYP. STL. NOSING #4 REBAR @ 18" O.C.E.W. #4 REBAR TYPICAL @ 8" C.C. HOOP BARS 12" 5" 10" 1 8 " T Y P . 1 2 " RISER SECTION BUILDING SLAB EQUAL) SEALANT NP-2 OR APPROVED SEALANT (SONNEBORN URETHANE NEUTRAL COLORED ELASTOMERIC 1" DEEP FINAL SEALANT TO BE HANDRAIL DETAIL 1'-1/2" DIA. PAINTED PIPE HANDRAIL 6 " * LONG AS THEY ARE CONSISTENT *RISER HEIGHT MAY VARY AS R 1/2" N.T.S. N.T.S. OR PARKING PVMT. PROPOSED SIDEWALK 6 EQ. SP'S 1 ' - 1 ‚ " 2 ' 1 0 " 12" 12" MIN. 2. PROVIDE EXPANSION JOINTS @ 30' O.C. REF. PAV. DETAILS 1. PROVIDE CONTRACTION JOINTS @ 10' O.C. REF. PAV. DETAILS NOTE: N.T.S. N.T.S. 5' TYP. 30' MAX. (REF. PLAN) SLOPE 1:12 MAX. (REF. GRADING PLAN) TYPICAL RAMP SECTION TYP. HANDRAIL DETAIL C1.03B P A V I N G D E T A I L S 4 " STOP, 6'-0"X10"X6" PRECAST CONC. WHEEL 12" LONG X •" STL. RODS, 2 PER STOP CONC. WHEEL STOP N.T.S. 2% MAX SLOPE J O B D A T E C H E C K E D B Y D A T E N O . SHEET R E V I S I O N D R A W N D E S I G N E D K . M . H . K . M . H . 2 1 7 - 0 4 3 9 / 2 1 / 2 0 2 0 C O N S U L T I N G N O F - 0 0 5 2 6 0 T E X A S R E G I S T R A T I O N C I V I L & E N V I R O N M E N T A L E N G I N E E R S - P L A N N E R S - C O N S T R U C T I O N M A N A G E R S 8 2 4 1 M I D - C I T I E S B L V D . - N O R T H R I C H L A N D H I L L S , T E X A S 7 6 1 8 2 K . M . H . S O U T H L A K E , T E X A S L O T 9 - O . W . K N I G H T N O . 8 9 9 A D D I T I O N P H O N E ( 8 1 7 ) 2 6 8 - 0 4 0 8 w w w . h a m i l t o n d u f f y . c o m 7 7 1 E . S O U T H L A K E B L V D . P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W CASE NO: ZA20-0041 CAB. A, SLD. 10956 P.R.T.C.T. LOTS 2R & 4, BLOCK 1, PECAN CREEK METER ELECTRIC POLE FLAG O.P.R.T.C.T. INST. NO. D215120478, ZELDA OFFICES LOT 2, BLOCK A, D.R.T.C.T. VOL. 10432, PG. 1166 LIMITED PARTNERSHIP RUCKER FAMILY BUILDING STONE BRICK & SITE BENCHMARK CURB ELEVATION = 101.15' SQUARE CUT ON TOP OF S S S S W FF 102.68 9 8'99'9 9'1 0 0' 100'101' 1 0 2' NEW 2 STORY ADDITION 4,828 SF 1 0 0 1 0 0 FF 102.68 OR ROCK BACKFILL COMPACTED EARTH ACCEPTABLE LINK FENCE FABRIC IS ALLOWABLE, TYP. CHAIN EMBEDMENT = 1' EXIST. GROUND) 24" ABOVE (MIN. HEIGHT WIRE MESH 6" MIN. 6" MIN.FABRIC TOE-INTRENCH 4x4-W1.4xW1.4 MINIMUM BACKING SUPPORT MAX. 6' SPACING, MIN. STEEL FENCE POST FLOW SILT FENCE N.T.S. SILT FENCE DETAIL E R O S I O N C O N T R O L P L A N C1.04 OR ROCK BACKFILL COMPACTED EARTH ACCEPTABLE LINK FENCE FABRIC IS ALLOWABLE, TYP. CHAIN EMBEDMENT = 1' EXIST. GROUND) 24" ABOVE (MIN. HEIGHT WIRE MESH 6" MIN. 6" MIN.FABRIC TOE-INTRENCH 4x4-W1.4xW1.4 MINIMUM BACKING SUPPORT MAX. 6' SPACING, MIN. STEEL FENCE POST FLOW SILT FENCE N.T.S. SILT FENCE DETAIL LEGEND E R O S I O N C O N T R O L P L A N 50 10 SCALE 1" = 10' 20 EROSION CONTROL GENERAL NOTES SILT FENCING FLOW DIRECTION EROSION CONTROL GENERAL NOTES OF THE PROJECT. BE SEEDED WITH A MINIMUM OF 70% COVER ESTABLISHED PRIOR TO ACCEPTANCE 13. ALL AREAS DISTURBED AND NOT COVERED BY THE LANDSCAPE PLAN SHALL 14 DAYS. ACTIVITY IS TEMPORARILY OR PERMANENTLY CEASED FOR MORE THAN 12. THE CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONSTRUCTION ENGINEER, TO PROPERLY CONTROL SEDIMENT RUNOFF. SEDIMENT CONTROL SWALE, OR EQUIVALENT MEASURE, AS APPROVED BY 11. ALL OFF-SITE STOCKPILES SOILS WILL BE SURROUNDED BY SILT FENCE, THE STORM DRAIN SYSTEM. INSTALLED, THE CONTRACTOR SHALL PREVENT MATERIAL FROM ENTERING DRAIN INLETS AS SPECIFIED. WHERE INLETS ARE BEING REMOVED OR 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF STORM INTENT AND CONDITIONS OF THE NPDES GENERAL PERMIT. OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE THE CONTRACTOR'S RESPONSIBILITY FOR INSPECTION AND MAINTENANCE THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE CONTROL MEASURES. A WRITTEN INSPECTION REPORT WILL BE FILED WITH TO DETERMINE THE INTEGRITY AND EFFECTIVENESS OF THE EROSION EVERY SEVEN DAYS AND AFTER EVERY RAINFALL OF 0.5 INCHES OR GREATER 9. THE OWNER'S REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF MEASURES. A DEPTH OF SIX (6) INCHES OR IMPAIRS THE EFFECTIVENESS OF THE SILT AND SEDIMENT FROM EROSION CONTROL MEASURES WHEN IT REACHES 8. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED EROSION CONTROL MEASURES. CONSTRUCTION CAUSED BY HIS OPERATIONS AND/OR FAILURE OF THE DISPOSAL OF ANY SILT DEPOSITS OR TRACKING BEYOND THE LIMITS OF 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND OR POORLY MAINTAINED EROSION CONTROL MEASURES. PROPERTY OR TO RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT OFF-SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS. SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE OR OTHER CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED. CONTRACTOR WARRANTED WHERE PAVEMENT REMOVAL, UTILITY CONSTRUCTION, GRADING, SHALL BE INSTALLED AT ALL DOWN SLOPE BOUNDARIES AND AS 5. AT A MINIMUM, PERIMETER CONTROLS SUCH AS SILT FENCE ARE NECESSARY AND AS DIRECTED BY THE CITY. (NO SPECIAL PAY) MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL MEASURES THE MEASURES WILL BE MADE BY THE CONTRACTOR IF THE CONTROL SHOWN IMMEDIATELY UPON ENTERING SITE. REPAIRS OR MODIFICATIONS TO 4. CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES STORM WATER POLLUTION PREVENTION PLAN. SUBCONTRACTOR. THESE CERTIFICATIONS SHALL BECOME A PART OF THE (SWPPP) PRIOR TO THE PERFORMANCE OF ANY WORK BY SAID WHOSE WORK IMPACTS THE STORM WATER POLLUTION PREVENTION PLAN A POLLUTION PREVENTION CERTIFICATION FROM EACH SUBCONTRACTOR 2. EACH PRIME CONTRACTOR SHALL OBTAIN AND SUBMIT TO OWNER/ENGINEER ACRE SHALL PROVIDE ONE IF REQUIRED BY CITY. DEFINED IN TPDES GENERAL PERMIT NO. TXR150000. SITES LESS THAN 1 DISCHARGE ELIMINATION SYSTEM (TPDES) PERMIT ISSUED BY THE TCEQ AS 1. ALL SITES GREATER THAN 1 ACRE MUST HAVE A VALID TEXAS POLLUTION N 1 8 ° 2 3' 3 0 " W 5 3 3. 6 9' M E A S ( S 0 0 ° 1 6 ' 4 1 " E 1 0 7 2 . 3 7 ' P L A T ) S 0 0 ° 1 8 ' 1 5 " E 8 0 3 . 2 4 ' M E A S . ( 5 3 3. 7 2' P L A T ) EASEMENT (PLAT) 14' COMMON ACCESS EASEMENT (PLAT) 10' UTILITY EASEMENT EASEMENT (PLAT) 10' DRAINAGE & UTILITY D.R.T.C.T. 557, & VOL. 13378, PG. 164, EASEMENT, VOL. 13279, PG. 12' UTILITY AND ACCESS J O B D A T E C H E C K E D B Y D A T E N O . SHEET R E V I S I O N D R A W N D E S I G N E D K . M . H . K . M . H . 2 1 7 - 0 4 3 9 / 2 1 / 2 0 2 0 C O N S U L T I N G N O F - 0 0 5 2 6 0 T E X A S R E G I S T R A T I O N C I V I L & E N V I R O N M E N T A L E N G I N E E R S - P L A N N E R S - C O N S T R U C T I O N M A N A G E R S 8 2 4 1 M I D - C I T I E S B L V D . - N O R T H R I C H L A N D H I L L S , T E X A S 7 6 1 8 2 K . M . H . S O U T H L A K E , T E X A S L O T 9 - O . W . K N I G H T N O . 8 9 9 A D D I T I O N P H O N E ( 8 1 7 ) 2 6 8 - 0 4 0 8 w w w . h a m i l t o n d u f f y . c o m 7 7 1 E . S O U T H L A K E B L V D . P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W P R E L I M I N A R Y F O R R E V I E W O N L Y P E N O . D A T E K E I T H M . H A M I L T O N 8 7 3 8 4 $ D A T E $ P R E P A R E D B Y , O R U N D E R S U P E R V I S I O N O F : B I D D I N G , O R P E R M I T P U R P O S E S . T H E Y W E R E A N D N O T I N T E N D E D F O R C O N S T R U C T I O N , T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W CASE NO: ZA20-0041