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PC2018-026 Tri-County Bus & Ind Park Unit 1A Lot 6 Blk 2 Approved Site PlanZONING: (G B ) GENERAL BUSI N E S S CAR WASH(966 S.F.) 5 0 ' B U I L D I N G S E T B A C K 50' B U I L D I N G S E T B A C K 7-ELEVEN(3,150 S.F.) D P U 2 3 1 GASGASGASGASAPPROX. LOCATIONOF GAS LINE EXISTINGGAS LINE VAN FFE = 842.00P.O.S.FFE = 841.69 EX I S T I N G D R I V E TO R E M A I N PR O P O S E D CO N C R E T E PROP O S E D CONC R E T E F.M. H W Y . N O . 3 0 0 9 (VAR I A B L E W I D T H R . O . W . ) I N T E R S T A T E H W Y . N O . 3 5 ( V A R I A B L E W I D T H R . O . W . ) R5 0 ' R5 0 ' R2 5 ' R2 5 ' R2 5 ' R1 0 ' R1 0 ' R1 5 ' R1 0 ' R10' R2 ' R10' 31' 21' 3 1 ' 34' 40' 3 0 ' 3 4 ' 2 0 ' 2 0 ' 4 0 ' 20' 1 5 ' 136' 24 ' 9.69' 93.11'3'37.42'29.88'3'63.23'47.23'99.92'42'6'6'6' 5' 8'8' 8' 20 ' 30 . 5 ' 20 ' 41 ' 20 ' 10'1'22'1' 44.06' 7' 6' 4 7 . 1 7 ' 16.5' 6 ' 12'7'12'7' 20 ' TY P . 10' TYP. 4.5' 1 7 3 ' 168' PROPOSED 8 ' CONCRETE SIDEWA L K TYPICALVEHICLE STACKING R2 5 ' PR O P O S E D FI R E L A N E PR O P O S E D FI R E L A N E UN D E R G R O U N D ST O R A G E T A N K S R2 5 ' AI R V A C U U M U N I T VE N T R I S E R S TRASH DUMPSTER ENCLOSURE 8'HIGH MASONRY WALLS WITH SOLIDMETAL GATES (PER ARCH. PLANS). R1 5 ' P.I.132773.35 ACRESBRUNDAGE MINI STORAGE LTDLOT 13, BLOCK 2 A-AAAMINI-STORAGE SUB ADDIDTION17497 TRITON DRSCHERTZ, TX 78154ZONING: (GB)GENERAL BUSINESSLAND USE: STORAGE R1 0 ' P.I.42731 1.07 ACRESCHAR-MAR LIMITED PARTNERSHIPLOT 7, BLOCK 2STAR II SUBD ADDITION17497 IH 35SCHERTZ, TX 78154ZONING: (GB)GENERAL BUSINESSLAND USE: GAS STATION P. I . 34 1 0 2 1. 0 9 A C R E S SK I P P E R B E V E R A G E C O M P A N Y I N C LO T 2 , B L O C K 1 N C S S U B D A D D I T I O N 17 5 9 9 N I H 3 5 SC H E R T Z , T X 7 8 1 5 4 ZO N I N G : ( G B ) GE N E R A L B U S I N E S S LA N D U S E : G A S S T A T I O N P. I . 45 6 9 0 1. 3 7 A C R E S CO L E W Y P O R T F O L I O T X L L C LO T 4 , B L O C K 1 WE N D Y ' S S U B D V A D D I T I O N 55 5 0 F M 3 0 0 9 SC H E R T Z , T X 7 8 1 5 4 ZO N I N G : ( G B ) GE N E R A L B U S I N E S S LA N D U S E : R E S T A U R A N T EX I S T I N G D R I V E TO R E M A I N R3 ' EXIST I N G D R I V E TO RE M A I N R2 5 ' PR O P O S E D CO N C R E T E PR O P O S E D CO N C R E T E P. I . 14 4 4 0 0. 8 3 A C R E S AR C C A F E H L D 0 0 1 L L C LO T 1 0 , B L O C K 2 AR B Y S S U B A D D I T I O N 55 4 9 F M 3 0 0 9 SC H E R T Z , T X 7 8 1 5 4 ZO N I N G : ( G B ) GE N E R A L B U S I N E S S LA N D U S E : R E S T A U R A N T P - Passenger Car P - Passenger Car P - Passenger CarP - Passenger Car IN I T I A L D A T E DP O R PM DE S DR W E n g i n e e r i n g A s s o c i a t e s , I n c . CE I P R O J E C T N O . 4 -- - - R E V - 0 3 / 1 9 / 1 9 S I T E P L A N FA X ( 9 7 2 ) 4 8 8 - 6 7 3 2 (9 7 2 ) 4 8 8 - 3 7 3 7 D a l l a s , T X 7 5 2 3 4 30 3 0 L B J F r e e w a y , S u i t e 1 0 0 TJ A TJ A D M T A D S 3/ 1 9 / 1 9 30 4 5 0 1 7 5 0 1 N I N T E R S T A T E 3 5 F R O N T A G E R D . T E X A S S C H E R T Z , T R I - C O U N T Y B U S I N E S S I N D U S T R I A L P A R K U N I T 1 A , L O T 6 , B L O C K 2 7 - E L E V E N 0 20 ' 30 ' 40 ' SC A L E I N F E E T Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . LE G E N D NO T E : SE E A R C H I T E C T U R A L P L A N S F O R E X A C T L O C A T I O N S A N D D I M E N S I O N S OF P O R C H E S , R A M P S , V E S T I B U L E , S L O P E D P A V I N G , B U I L D I N G U T I L I T Y EN T R A N C E L O C A T I O N S A N D P R E C I S E B U I L D I N G D I M E N S I O N S . PR O P O S E D # LI M I T S O F S I D E W A L K S A N D C O N C R E T E AP R O N S ( P E R A R C H . P L A N S ) CO N C R E T E C U R B A N D G U T T E R . S E E DE T A I L 0 1 A / 0 1 B . PR O P E R T Y L I N E / R I G H T O F W A Y L I N E CU R B I N L E T BU I L D I N G C O N T R O L P O I N T PR O P O S E D P A R K I N G S P A C E S RE P R E S E N T A T I V E KA R E N M I T C H E L L MI T C H E L L P L A N N I N G G R O U P , L L C 78 2 3 N I N E M I L E B R I D G E R O A D FO R T W O R T H , T E X A S 7 6 1 3 5 PH # 8 1 7 - 2 3 7 - 4 4 6 7 ( O ) PH # 8 1 7 - 7 9 7 - 9 1 3 4 ( M ) KM I T C H E L L @ M I T C H E L L P L A N N I N G G R O U P . C O M SH A N E P A R T R I D G E SC H A F F E R C O N S T R U C T I O N 26 0 1 N E T W O R K B L V D , S T E . 4 1 3 FR I S C O , T EXAS 7 5 0 3 4 PH # 21 4 - 8 8 8 - 6 9 2 3 ( O ) PH # 97 2 - 9 5 1 - 7 8 5 1 ( M ) SP A R T R I D G E @ S C H A F F E R C O N S T . C O M AP P L I C A N T / D E V E L O P E R Vicinity MapNot to Scale Vicinity MapNot to Scale AC C O R D I N G T O F L O O D I N S U R A N C E R A T E M A P , P A N E L 8 1 8 7 C 0 2 1 0 F , D A T E D 1 1 - 0 2 - 0 7 , I S L O C A T E D I N Z O N E " X " , A R E A O F MI N I M A L F L O O D H A Z A R D A N D I S N O T W I T H I N 1 0 0 Y E A R F L O O D P L A I N . FL O O D C E R T I F I C A T I O N : (S C A L E : 1 I N C H = 2 0 F E E T ) TR A F F I C F L O W A R R O W LA N D S C A P E A R E A CI T Y A P P R O V A L A R E A SI T E D A T A ZO N I N G GE N E R A L B U S I N E S S (G B ) PR O P O S E D U S A G E "C O N V E N I E N C E S T O R E WI T H G A S P U M P S " & "C A R W A S H AU T O M A T E D " LO T A R E A 0. 9 3 A C / 4 0 , 5 1 0 . 8 0 S F BU I L D I N G A R E A 3, 0 0 0 S F ( 7 . 4 0 % ) BU I L D I N G A R E A (C A R W A S H ) 96 6 S F IM P E R V I O U S C O V E R A G E 30 , 5 3 4 . 8 9 S F ( 7 5 . 3 7 % ) FL O O R A R E A R A T I O 0. 0 7 : 1 BU I L D I N G H E I G H T 18 ' - 8 " NU M B E R O F S T O R I E S 1 RE Q U I R E D P A R K I N G ( 125 0 ) 12 S P A C E S PR O V I D E D P A R K I N G ( 125 0 ) 12 S P A C E S HA N D I C A P P A R K I N G 1 S P A C E PR O P O S E D F I R E L A N E TX D O T N O T E : PL A N S H A V E B E E N S U B M I T T E D T O T x D O T . CE I E N G I N E E R I N G I S C O O R D I N A T I N G SI D E W A L K , S T O R M S E W E R A N D D R I V E AC C E S S P E R M I T T I N G A S R E Q U I R E D CU R R E N T O W N E R VR P A R T N E R S , I WI L L I A M T . D E M U T H 23 0 0 W O L F S T . , U N I T 1 2 B DA L L A S , T X 7 5 2 0 1 Ap p r o v e d By : Em i l y D e l g a d o Pla n n i n g & C o m m u n i t y D e v e l o p m e n t 8: 3 1 a m , 0 4 / 0 8 / 2 0 1 9 MO N F N D 2' X 3 ' B O X C U L V E R T FL E L = 8 3 8 . 7 9 ' (C U R B ) I N L E T R I M E L = 8 4 1 . 8 1 ' BO T T O M F L O O R E L = 8 3 5 . 6 8 ' 2092 5 SPR I N K L E R H E A D 839. 2 5 20927SPRIN K L E R H E A D 839.4 4 F.M. H W Y . N O . 3 0 0 9 (VA R I A B L E W I D T H R . O . W . ) I N T E R S T A T E H W Y . N O . 3 5 ( V A R I A B L E W I D T H R . O . W . ) C P " X " C U T S E T 84 0 . 3 1 C P " X " C U T S E T 841.15CP "X" CUT SET S N S FO T T F T O S MO N F N D YS A E R I A L S I G N P O S T S U T I L I T Y P U L L B O X U T I L I T Y P U L L B O X C O N C W A L K P R O J E C T B E N C H M A R K " X " C U T S E T E L = 8 4 1 . 2 0 ' T 1/2" IRF1/2" IRF 30' AC C E S S A N D U T I L I T Y E A S E M E N T VO L . 5 , P A G E 2 2 3 A , P . R . G . C . T . N 6 0 ° 3 8 ' 4 3 " E ~ 1 7 6 . 9 5 ' S08°50'34" W ~ 1 3 1 . 6 5 ' N29°2 1 ' 1 7 " W ~ 2 5 4 . 1 8 ' S 5 1 ° 0 0 ' 1 9 " W ~ 1 0 7 . 2 2 ' R =1 ,4 9 2 .3 9 ' L =1 3 3 .2 0 ' C B =S 3 3 °4 3 '5 3 "E C L =1 3 3 .1 5 ' 16' UTILITY EASEMENTVOL. 5, PG. 89A, P.R.G.C.T. SI G N E A S E M E N T V O L . 8 6 7 , P G . 7 2 3 D . R . G . C . T . OWNER : VR PARTNE R S I L P VOL. 2740 , P G . 3 0 2 D.R. G . C . T . O W N E R : ARC C A F E H L D 0 0 1 , L L C VOL. 4 1 2 7 , P G . 8 0 , D . R . G . C . T . 0 . 9 3 0 A C R E 4 0 , 5 1 1 S Q . F T . R E M A I N D E R O F L O T 6 , B L O C K 2 T R I C O U N T Y B U S I N E S S P A R K A N D I N D U S T R I A L P A R K U N I T 1 A V O L . 5 , P G 8 9 A , P . R . G . C . T . LOT 10, BLOCK 2 ARBY'S SUBDIV I S I O N VOL. 5, PG 271-B, P . R . G . C . T . REMAINDER OFLOT 1, BLOCK 2A-AAA MINI-STORAGE SUBDIVISIONVOL. 6, PG. 163P.R.G.C.T.OWNER:BRUNDAGE MINI STORAGE, LTD.VOL. 1470, PG. 823D.R.G.C.T.LOT 7, BLOCK 2STAR II SUBDIVISIONVOL. 5, PAGE 223AP.R.G.C.T.OWNER:CHAR-MAR LIMITEDPARTNERSHIPVOL. 1144, PG. 757,D.R.G.C.T.CAR WASH(966 S.F.) 5 0 ' B U I L D I N G S E T B A C K 50' B U I L D I N G S E T B A C K 7-EL E V E N (3,15 0 S . F . ) D P U 2 3 1 FFE = 8 4 2 . 0 0 E P.O.S.FFE = 841 . 6 9 ST E E L E D G I N G , S E E D E T A I L 5 0 Q STEEL EDGING, SEE DETAIL 50Q ST E E L E D G I N G , S E E D E T A I L 5 0 Q IN I T I A L D A T E DP O R PM DE S DR W E n g i n e e r i n g A s s o c i a t e s , I n c . CE I P R O J E C T N O . BR 3 4 7 L 1 R E V - 5 3/ 1 3 / 1 9 L A N D S C A P E P L A N FA X ( 9 7 2 ) 4 8 8 - 6 7 3 2 (9 7 2 ) 4 8 8 - 3 7 3 7 Da l l a s , T X 7 5 2 3 4 3 0 3 0 L B J F r e e w a y , S u i t e 1 0 0 M M P M M P D M T JD G 3 / 1 3 / 1 9 3 0 4 5 0 1 7 5 0 1 N I N T E R S T A T E 3 5 F R O N T A G E R D . T E X A S S C H E R T Z , T R I - C O U N T Y B U S I N E S S I N D U S T R I A L P A R K U N I T 1 A , L O T 6 , B L O C K 2 7 - E L E V E N 0 20 ' 30 ' 40 ' SC A L E I N F E E T Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . LE G E N D NO T E : SE E A R C H I T E C T U R A L P L A N S F O R E X A C T L O C A T I O N S A N D D I M E N S I O N S OF P O R C H E S , R A M P S , V E S T I B U L E , S L O P E D P A V I N G , B U I L D I N G U T I L I T Y EN T R A N C E L O C A T I O N S A N D P R E C I S E B U I L D I N G D I M E N S I O N S . AP P L I C A N T / D E V E L O P E R SH A N E P A R T R I D G E SC H A F F E R C O N S T R U C T I O N 26 0 1 N E T W O R K B L V D , S T E . 4 1 3 FR I S C O , T X 7 5 0 3 4 PH # 21 4 - 8 8 8 - 6 9 2 3 ( O ) PH # 97 2 - 9 5 1 - 7 8 5 1 ( M ) SP A R T R I D G E @ S C H A F F E R C O N S T . C O M CE I E N G I N E E R I N G A S S O C I A T E S , I N C 30 3 0 L B J F R E E W A Y , S U I T E 1 0 0 DA L L A S , T X 7 5 2 3 4 DA V I D T I P T O N PR O J E C T M A N A G E R DT I P T O N @C E I E N G . C O M PH # ( 9 7 2 ) - 4 8 8 - 3 7 3 7 FA X # ( 9 7 2 ) - 4 8 8 - 6 7 3 2 EN G I N E E R Vicinity MapNot to Scale Vicinity MapNot to Scale (S C A L E : 1 I N C H = 2 0 F E E T ) CI T Y A P P R O V A L A R E A BO U N D A R Y L I N E RI G H T O F W A Y L I N E ST O R M D R A I N BE R M U D A G R A S S S O D TY P I C A L P L A N T I N G W I T H Q U A N T I T Y A N D K E Y (S E E P L A N T L I S T ) PR O P O S E D LA N D S C A P E R E Q U I R E M E N T S AR E A RE Q U I R E M E N T RE Q U I R E D PR O V I D E D LA N D S C A P E A R E A A M I N I M U M O F 2 0 % O F T H E T O T A L L A N D A R E A SH A L L B E L A N D S C A P E D 40 , 5 5 2 S F * 2 0 % = 8 , 1 1 0 S F O F LA N D S C A P E A R E A R E Q U I R E D 9, 7 7 3 S F P R O V I D E D ( 2 4 % ) SH A D E T R E E S 9 T R E E S S H A L L B E P L A N T E D P E R A C E R O F G R O S S LO T A R E A 9 T R E E S R E Q U I R E D 33 T R E E S P R O V I D E D PA R K I N G A R E A LA N D S C A P E 10 P E R C E N T O F T H E G R O S S P A R K I N G A R E A S H A L L BE L A N D S C A P E D 23 , 7 8 4 S F O F G R O S S P A R K I N G * 1 0 % = 2, 3 7 8 S F O F L A N D S C A P E R E Q U I R E D 2, 7 7 0 S F P R O V I D E D (1 1 . 6 % ) 1 T R E E S H A L L B E R E Q U I R E D P E R 4 0 0 S F O F RE Q U I R E D P A R K I N G L A N D S C A P E 2, 3 7 8 / 4 0 0 = 6 T R E E S R E Q U I R E D 6 T R E E S P R O V I D E D AL L P A R K I N G L O T S S H A L L B E S C R E E N E D F R O M A L L AB U T T I N G P R O P E R T I E S W I T H A M I N I M U M 5 ' W I D E PL A N T I N G S T R I P SC R E E N I N G P R O V I D E D A 1 5 ' L A N D S C A P E S T R I P S H A L L B E P R O V I D E D W H E N A P A R K I N G A R E A A B U T S A S T R E E T R I G H T - O F - W A Y ST R I P P R O V I D E D PE R I M E T E R L A N D S C A P E A R E A S S H A L L C O N T A I N A T LE A S T O N E T R E E P E R 5 0 L F O F P E R I M E T E R A R E A 37 3 L F O F P E R I M E T E R A R E A / 5 0 = 8 T R E E S RE Q U I R E D 8 T R E E S P R O V I D E D LA N D S C A P E B U F F E R A M I N I M U M 2 0 ' W I D E L A N D S C A P E B U F F E R S H A L L BE P R O V I D E D A L O N G A N Y P U B L I C R I G H T - O F - W A Y . TR E E S S H A L L B E P L A N T E D A T A N A V E R A G E D E N S I T Y OF 1 S H A D E T R E E P E R 2 0 L F 37 3 L F O F R I G H T O F W A Y / 2 0 = 1 9 S H A D E TR E E S R E Q U I R E D 19 S H A D E T R E E S PR O V I D E D TR E E S QT Y BO T A N I C A L N A M E / C O M M O N N A M E CO N T CA L SI Z E DE T A I L 13 Pl a t a n u s m e x i c a n a / M e x i c a n S y c a m o r e B & B 2. 5 " C a l 50 A 12 Qu e r c u s t e x a n a / T e x a s R e d O a k B & B 2. 5 " C a l 50 A 8 Ta x o d i u m d i s t i c h u m ` S h a w n e e B r a v e ` T M / B a l d C y p r e s s B & B 2. 5 " C a l 50 A SH R U B S QT Y BO T A N I C A L N A M E / C O M M O N N A M E SI Z E DE T A I L HE I G H T 33 Be r b e r i s t h u n b e r g i i ` C r i m s o n P y g m y ` / C r i m s o n P y g m y B a r b e r r y 5 g a l 50 B 30 " H T 23 Ju n i p e r u s h o r i z o n t a l i s ` P l u m o s a C o m p a c t a ` / C r e e p i n g J u n i p e r 5 g a l 50 B 47 Le u c o p h y l l u m c a n d i d u m ` T h u n d e r C l o u d ` T M / T e x a s S a g e 5 g a l 50 B 30 " H T 10 My r i c a c e r i f e r a ` D o n ` s D w a r f ` / D o n ` s D w a r f W a x M y r t l e 5 g a l 50 B 62 St i p 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 3 g a l 50 B PL A N T S C H E D U L E PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N LA N D S C A P E N O T E S AL L L A N D S C A P E A R E A S S H A L L B E M A I N T A I N E D W I T H A N A U T O M A T I C UN 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 . OW N E R VR P A R T N E R S , I WI L L I A M T . D E M U T H 23 0 0 W O L F S T . , U N I T 1 2 B DA L L A S , T X 7 5 2 0 1 Ap p r o v e d By : Em i l y D e l g a d o Pl a n n i n g & C o m m u n i t y D e v e l o p m e n t 8: 3 1 a m , 0 4 / 0 8 / 2 0 1 9 20 3 5 8 SP U R N= 1 3 7 6 6 6 0 7 . 4 4 1 E= 2 1 9 8 0 2 2 . 4 6 8 EL = 8 4 1 . 3 4 R E M A I N D E R O F 2 5 ' B U I L D I N G S E T B A C K V O L . 5 , P A G E 8 9 . A , P . R . G . C . T . REMA I N D E R O F 2 5 ' B U I L D I N G S E T B A C K VOL. 5 , P A G E 8 9 . A , P . R . G . C . T . 2' X 3 ' B O X C U L V E R T FL E L = 8 3 8 . 7 9 ' (C U R B ) I N L E T R I M E L = 8 4 1 . 8 1 ' BO T T O M F L O O R E L = 8 3 5 . 6 8 ' 20 0 5 8 SP U R N= 1 3 7 6 6 6 6 8 . 6 6 2 E= 2 1 9 7 8 9 2 . 2 3 5 EL = 8 4 1 . 4 7 (C U R B ) I N L E T R I M E L = 8 4 0 . 0 5 ' BO T T O M F L O O R E L = 8 2 7 . 2 9 ' 20925SPRIN K L E R H E A D 839.25 2092 7 SPRI N K L E R H E A D 839.4 4 UGT U G T U G T U G T U G T UGT F.M . H W Y . N O . 3 0 0 9 (VAR I A B L E W I D T H R . O . W . ) I N T E R S T A T E H W Y . N O . 3 5 ( V A R I A B L E W I D T H R . O . W . ) BH #2 S N S FO T T F T O S YS A E R I A L S I G N P O S T S SSMH (CONC) RIM EL=842.06'PIPE IN (N) FL EL=834.66'PIPE IN (SE) FL EL=834.20'PIPE OUT (SW) FL EL=834.07'PIC ID U T I L I T Y P U L L B O X U T I L I T Y P U L L B O X S T U D D E D R A M P C O N C W A L K T 120003SPURN=13766663.257E=2197820.740EL=842.30 N 6 0 ° 3 8 ' 4 3 " E ~ 1 7 6 . 9 5 ' S08°50'34" W ~ 1 3 1 . 6 5 ' N29°2 1 ' 1 7 " W ~ 2 5 4 . 1 8 ' S 5 1 ° 0 0 ' 1 9 " W ~ 1 0 7 . 2 2 ' R =1 ,4 9 2 .3 9 ' L =1 3 3 .2 0 ' C B =S 3 3 °4 3 '5 3 "E C L =1 3 3 .1 5 ' OWNER:VR PARTNERS I L P VOL. 2740, PG. 3 0 2 D.R.G.C.T . OWN E R : ARC CAFE H L D 0 0 1 , L L C VOL. 4127, P G . 8 0 , D . R . G . C . T . 0 . 9 3 0 A C R E 4 0 , 5 1 1 S Q . F T . R E M A I N D E R O F L O T 6 , B L O C K 2 T R I C O U N T Y B U S I N E S S P A R K A N D I N D U S T R I A L P A R K U N I T 1 A V O L . 5 , P G 8 9 A , P . R . G . C . T . LOT 10, BLOCK 2ARBY'S SUBDIVISIONVOL. 5, PG 271-B, P.R.G . C . T . A-AAA MINI-STORAGE SUBDIVISIONOWNER:BRUNDAGE MINI STORAGE, LTD.VOL. 1470, PG. 823D.R.G.C.T.LOT 7, BLOCK 2STAR II SUBDIVISIONVOL. 5, PAGE 223AP.R.G.C.T.OWNER:CHAR-MAR LIMITEDPARTNERSHIPVOL. 1144, PG. 757,D.R.G.C.T. GB GB GB G B GB G B CAR WASH(966 S.F.)GAS 7-ELEVE N (3,150 S.F . ) D P U 2 3 1 G GASGASGASAPPROX. LOCATIONOF GAS LINE EXISTINGGAS LINE VAN FFE = 842. 0 0 E SP.O.S.4''SSFFE = 841.40 3.5% 1.6 % 3. 6 %3.4% 2 . 0 % 1.6%1.3 % 2.2% 1.4% 1.4 % 1. 6 % 2.6 % 1. 5 % 1.0% 1.7% 3.6% 1. 4 % 1. 3 % 1.3% 1. 9 % 1.0% 3. 0 % 2.9% 1 . 7 % 1.9 % 2.2 % 2.3 % 1 . 6 % 2.1%1.9% 3.6% 4 . 0 % 1.0% 3. 7 % 3.1% 3.2% FF E = 8 4 2 . 0 0 FFE=842.00FFE = 8 4 2 . 0 0 TC 8 4 1 . 4 5 G 8 4 0 . 9 5 TC 8 4 1 . 8 4 G 8 4 1 . 3 4 TC 8 4 1 . 8 0 G 8 4 1 . 3 0 TC 8 4 1 . 8 4 G 8 4 1 . 3 4 TC 841 . 6 9 G 841 . 1 9 TC 8 4 1 . 3 7 G 8 4 0 . 8 7 TC 8 4 1 . 3 7 G 8 4 0 . 8 7 FS 84 1 . 9 4 FS 841.85 FS 841.91 FS 841.91FFE=841.40FFE=841.40 FFE=841.40FFE=841.40FG 841.90 TC 8 4 1 . 8 0 G 8 4 1 . 3 0 TC 8 4 1 . 7 4 G 8 4 1 . 2 4 TC 8 4 1 . 7 4 G 8 4 1 . 2 4 TC 8 4 1 . 7 1 G 8 4 1 . 2 1 TC 8 4 0 . 7 1 G 8 4 0 . 2 1 TC 841.90G 841.40 TC 8 4 1 . 2 1 G 8 4 0 . 7 1 TC 8 4 1 . 3 8 G 8 4 0 . 8 8 FS 8 4 1 . 1 0 FS 8 4 1 . 3 1 FS 8 4 1 . 1 9 FS 8 4 1 . 0 0 FS 8 4 0 . 3 3 FS 8 4 0 . 6 0 FS 8 4 0 . 3 3 FS 8 4 0 . 4 0 TC 841.90G 841.40TC 842.00G 841.50 TC 8 4 0 . 9 0 G 8 4 0 . 4 0 TC 8 3 9 . 8 7 G 8 3 9 . 3 7 TC 8 4 0 . 8 3 G 8 4 0 . 3 3 TC 8 4 0 . 7 9 G 8 4 0 . 2 9 TC 8 4 0 . 6 1 G 8 4 0 . 1 1 FS 8 3 9 . 8 9 TC 8 3 9 . 8 9 G 8 3 9 . 3 9 TC 8 3 9 . 7 6 G 8 3 9 . 2 6 TC 8 3 9 . 6 8 G 8 3 9 . 1 8 TC 8 3 9 . 9 7 G 8 3 9 . 4 7 FS 8 4 1 . 3 0 FS 8 4 1 . 3 0 TC 841.74G 841.24 TC 8 4 1 . 2 0 G 8 4 0 . 7 0 TC 8 4 1 . 5 3 G 8 4 1 . 0 3 TC 84 1 . 1 2 G 84 0 . 6 2 TC 8 4 0 . 7 0 G 8 4 0 . 2 0 FS 8 4 1 . 0 4 FS 8 3 9 . 9 8 FS 8 4 0 . 1 4 FS 8 4 0 . 3 8 FS 8 4 0 . 9 4 FS 8 4 0 . 5 5 FS 8 3 9 . 5 4 FS 8 4 0 . 2 9 FS 8 4 0 . 0 4 FS 8 3 9 . 4 0 FS 8 3 9 . 8 0 FS 8 4 0 . 2 0 FS 8 4 0 . 9 4 FS 8 3 9 . 0 5 TC 843.14G 842.64TC 842.95G 842.45 TC 8 4 1 . 8 5 G 8 4 1 . 3 5 TC 8 4 2 . 0 1 G 8 4 1 . 5 1 TC 841.90G 841.40 FS 841.36FS 841.35 FS 84 1 . 8 5 FG 8 4 1 . 8 5 FS 841.89FS 841.90FS 841.90 1.6%1.7%1.7% 2.0 % 2.0 % 2.0 % FG 841 . 8 3 FS 8 3 9 . 8 4 FS 8 4 0 . 7 9 FS 8 4 0 . 7 6 FS 8 4 0 . 8 7 FS 8 4 0 . 6 6 FS 8 4 1 . 1 7 FS 8 4 0 . 6 4 FS 8 4 1 . 5 0 TC 8 4 1 . 2 8 G 8 4 0 . 7 8 FS 8 3 9 . 1 3 FS 8 4 0 . 0 5 TC 8 3 9 . 9 2 G 8 3 9 . 4 2 FS 8 3 9 . 0 8 FS 8 3 9 . 1 3 FG 8 3 9 . 6 5 FG 8 3 8 . 8 9 FS 8 4 0 . 3 1 FS 8 4 0 . 0 7 FG 8 4 0 . 0 9 HP 8 4 0 . 3 5 2.4% 1.3% 1. 2 % EX F G 8 3 9 . 0 6 EX F G 8 3 9 . 1 3 EX F S 8 3 9 . 3 5 FG 8 3 9 . 4 3 4.2% 2.8 % 6. 5 % 4.8 % 5 . 5 % 1 0 . 3 % 1 4 . 5 % 5.6 % 1 5 . 7 % 1. 0 % 1.0% 1.4 % TC 8 4 1 . 6 5 G 8 4 1 . 1 5 FS 8 4 1 . 0 4 FS 8 4 1 . 1 7 GB PR O P O S E D CU R B I N L E T CO N N E C T T O EX I S T I N G C U R B I N L E T PR O P O S E D GR A T E I N L E T IN I T I A L D A T E DP O R PM DE S DR W E n g i n e e r i n g A s s o c i a t e s , I n c . CE I P R O J E C T N O . 4 -- - - R E V - 0 3 / 1 9 / 1 9 S T O R M W A T E R M A N A G E M E N T P L A N FA X ( 9 7 2 ) 4 8 8 - 6 7 3 2 (9 7 2 ) 4 8 8 - 3 7 3 7 D a l l a s , T X 7 5 2 3 4 30 3 0 L B J F r e e w a y , S u i t e 1 0 0 TJ A TJ A D M T A D S 3/ 1 8 / 1 9 30 4 5 0 1 7 5 0 1 N I N T E R S T A T E 3 5 F R O N T A G E R D . T E X A S S C H E R T Z , TR I - C O U N T Y B U S I N E S S I N D U S T R I A L P A R K U N I T 1 A , L O T 6 , B L O C K 2 7 - E L E V E N 0 20 ' 30 ' 40 ' SC A L E I N F E E T Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . LE G E N D NO T E : SE E A R C H I T E C T U R A L P L A N S F O R E X A C T L O C A T I O N S A N D D I M E N S I O N S OF P O R C H E S , R A M P S , V E S T I B U L E , S L O P E D P A V I N G , B U I L D I N G U T I L I T Y EN T R A N C E L O C A T I O N S A N D P R E C I S E B U I L D I N G D I M E N S I O N S . Vicinity MapNot to Scale Vicinity MapNot to Scale (S C A L E : 1 I N C H = 2 0 F E E T ) CI T Y A P P R O V A L A R E A PR O P O S E D X" G X" S S UG E UG E & T UG T X" WFD C PR O P E R T Y L I N E / R I G H T O F W A Y L I N E ST O R M D R A I N GA S S E R V I C E SA N I T A R Y S E W E R S E R V I C E UN D E R G R O U N D E L E C T R I C S E R V I C E UN D E R G R O U N D E L E C T R I C A N D T E L E P H O N E S E R V I C E UN D E R G R O U N D T E L E P H O N E S E R V I C E WA T E R S E R V I C E FI R E D E P A R T M E N T C O N N E C T I O N PR O P O S E D GE N E R A L G R A D I N G N O T E S A. PR I O R T O I N S T A L L A T I O N O F S T O R M O R S A N I T A R Y S E W E R , T H E C O N T R A C T O R S H A L L E X C A V A T E , V E R I F Y , A N D CA L C U L A T E A L L C R O S S I N G S A N D I N F O R M T H E O W N E R A N D T H E E N G I N E E R O F A N Y C O N F L I C T S P R I O R T O CO N S T R U C T I O N . T H E E N G I N E E R W I L L B E H E L D H A R M L E S S I N T H E E V E N T T H E E N G I N E E R I S N O T N O T I F I E D O F D E S I G N CO N F L I C T S . B. AL L S L O P E S A N D A R E A S D I S T U R B E D B Y C O N S T R U C T I O N S H A L L B E G R A D E D S M O O T H A N D 4 " O F T O P S O I L A P P L I E D . I F AD E Q U A T E T O P S O I L I S N O T A V A I L A B L E O N S I T E , T H E C O N T R A C T O R S H A L L P R O V I D E T O P S O I L , A P P R O V E D B Y T H E OW N E R , A S N E E D E D . T H E A R E A S H A L L T H E N B E S E E D E D , F E R T I L I Z E D , M U L C H E D , W A T E R E D A N D M A I N T A I N E D U N T I L HA R D Y G R A S S G R O W T H I S E S T A B L I S H E D I N A L L A R E A S ( S E E L A N D S C A P E P L A N F O R S E E D M I X A N D P R O P E R A P P L I C A T I O N RA T E ) . A N Y A R E A S D I S T U R B E D F O R A N Y R E A S O N P R I O R T O F I N A L A C C E P T A N C E O F T H E P R O J E C T S H A L L B E C O R R E C T E D BY T H E C O N T R A C T O R A T N O A D D I T I O N A L C O S T T O T H E O W N E R . C. TH E C O N T R A C T O R I S S P E C I F I C A L L Y C A U T I O N E D T H A T T H E L O C A T I O N A N D / O R E L E V A T I O N O F E X I S T I N G U T I L I T I E S A S SH O W N O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F T H E V A R I O U S U T I L I T Y C O M P A N I E S , A N D W H E R E P O S S I B L E , ME A S U R E M E N T S T A K E N I N T H E F I E L D . T H E I N F O R M A T I O N I S N O T T O B E R E L I E D O N A S B E I N G E X A C T O R C O M P L E T E . TH E C O N T R A C T O R M U S T C A L L T H E A P P R O P R I A T E U T I L I T Y C O M P A N Y A T L E A S T 4 8 H O U R S B E F O R E A N Y E X C A V A T I O N T O RE Q U E S T E X A C T F I E L D L O C A T I O N O F U T I L I T I E S . D. UN L E S S O T H E R W I S E S H O W N , C A L L E D O U T O R S P E C I F I E D H E R E O N O R W I T H I N T H E S P E C I F I C A T I O N S : A L L S T O R M D R A I N PI P E B E D D I N G S H A L L B E I N S T A L L E D P E R D E T A I L 2 8 A . A L L S T O R M D R A I N P I P E S A R E M E A S U R E D F R O M C E N T E R O F ST R U C T U R E S A N D E N D S O F F L A R E D E N D S E C T I O N S . XX X XX . X X x PR O P E R T Y L I N E / R I G H T O F W A Y L I N E GR A D E B R E A K CO N T O U R E L E V A T I O N S ST O R M D R A I N SP O T E L E V A T I O N S : TC = T O P O F C U R B G = G U T T E R RE P R E S E N T A T I V E KA R E N M I T C H E L L MI T C H E L L P L A N N I N G G R O U P , L L C 78 2 3 N I N E M I L E B R I D G E R O A D FO R T W O R T H , T E X A S 7 6 1 3 5 PH # 8 1 7 - 2 3 7 - 4 4 6 7 ( O ) PH # 8 1 7 - 7 9 7 - 9 1 3 4 ( M ) WW W . M I T C H E L L P L A N N I N G G R O U P . C O M SH A N E P A R T R I D G E SC H A F F E R C O N S T R U C T I O N 26 0 1 N E T W O R K B L V D , S T E . 4 1 3 FR I S C O , T EXAS 7 5 0 3 4 PH # 21 4 - 8 8 8 - 6 9 2 3 ( O ) PH # 97 2 - 9 5 1 - 7 8 5 1 ( M ) SP A R T R I D G E @ S C H A F F E R C O N S T . C O M AP P L I C A N T / D E V E L O P E R Ap p r o v e d By : Em i l y D e l g a d o Pla n n i n g & C o m m u n i t y D e v e l o p m e n t 8: 3 1 a m , 0 4 / 0 8 / 2 0 1 9 MO N F N D R E M A I N D E R O F 2 5 ' B U I L D I N G S E T B A C K V O L . 5 , P A G E 8 9 . A , P . R . G . C . T . REM A I N D E R O F 2 5 ' B U I L D I N G S E T B A C K VOL. 5 , P A G E 8 9 . A , P . R . G . C . T . 2' X 3 ' B O X C U L V E R T FL E L = 8 3 8 . 7 9 ' (C U R B ) I N L E T R I M E L = 8 4 1 . 8 1 ' BO T T O M F L O O R E L = 8 3 5 . 6 8 ' 2033 9 LIGH T P O L E 846. 4 1 2034 0 LIGH T P O L E 846. 4 1 2035 5 POW E R P O L E ! 849.7 7 (C U R B ) I N L E T R I M E L = 8 4 0 . 0 5 ' BO T T O M F L O O R E L = 8 2 7 . 2 9 ' 2092 5 SPR I N K L E R H E A D 839. 2 5 2092 6 LIGH T P O L E 839. 4 3 20927SPRIN K L E R H E A D 839.4 4 OHE O H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W A T E R W A T E R W A T E R W A T E R WAT E R WATER WATER WATER WATER WATE R WATE R WATER WATER O H E O H E O H E O H E UGT U G T U G T U G T U G T UGT 841.15CP "X" CUT SET S N S FO T T FO F T O S MO N F N D MO N U M E N T F N D T X D O T B R A S S D I S K YS A E R I A L S I G N P O S T S SSMH (CONC) RIM EL=842.06'PIPE IN (N) FL EL=834.66'PIPE IN (SE) FL EL=834.20'PIPE OUT (SW) FL EL=834.07'PIC ID841841 841 840 840 84 1 8 4 0 83 9 8 3 9 841 840 U T I L I T Y P U L L B O X U T I L I T Y P U L L B O X 841 C O N C W A L K P R O J E C T B E N C H M A R K " X " C U T S E T E L = 8 4 1 . 2 0 ' T 1/2" IRF 30' ACCESS AND U T I L I T Y E A S E M E N T VOL. 5, PAG E 2 2 3 A , P . R . G . C . T . 16' UTILITY EASEMENTVOL. 5, PG. 89A, P.R.G.C.T. SI G N E A S E M E N T V O L . 8 6 7 , P G . 7 2 3 D . R . G . C . T . OWNER:VR PARTNERS I LPVOL. 2740, PG. 302D.R.G.C.T.OWNER:ARC CAFEHLD 0 0 1 , L L C VOL. 4127, PG. 8 0 , D . R . G . C . T . 0 . 9 3 0 A C R E 4 0 , 5 1 1 S Q . F T . R E M A I N D E R O F L O T 6 , B L O C K 2 T R I C O U N T Y B U S I N E S S P A R K A N D I N D U S T R I A L P A R K U N I T 1 A V O L . 5 , P G 8 9 A , P . R . G . C . T . LOT 10, BLOCK 2ARBY'S SUBDIVISIONVOL. 5, PG 271-B, P.R.G.C. T . REMAINDER OFLOT 1, BLOCK 2A-AAA MINI-STORAGE SUBDIVISIONVOL. 6, PG. 163P.R.G.C.T.OWNER:BRUNDAGE MINI STORAGE, LTD.VOL. 1470, PG. 823D.R.G.C.T.LOT 7, BLOCK 2STAR II SUBDIVISIONVOL. 5, PAGE 223AP.R.G.C.T.OWNER:CHAR-MAR LIMITEDPARTNERSHIPVOL. 1144, PG. 757,D.R.G.C.T. 2''W 2''W 2''W 2'' W CAR WASH(966 S.F.) 5 0 ' B U I L D I N G S E T B A C K U G E & T UGE&T UGE&T UGE&T UG E & T GAS 50' B U I L D I N G S E T B A C K 1'' W 1'' W 1'' W 1'' W 7-ELEVEN(3,150 S.F.) D P U 2 3 1 G GASGASGASGASAPPROX. LOCATIONOF GAS LINE EXISTINGGAS LINE VAN FFE = 842.00ESP.O.S.4''SSFFE = 841.69 F.M . H W Y . N O . 3 0 0 9 (VAR I A B L E W I D T H R . O . W . ) I N T E R S T A T E H W Y . N O . 3 5 ( V A R I A B L E W I D T H R . O . W . ) EX I S T I N G F I R E HY D R A N T EX I S T I N G F I R E HY D R A N T 1" D O M E S T I C M E T E R (E X I S T I N G T O B E R E U S E D ) PR O P O S E D 2 " C A R W A S H ME T E R ( N E W ) PR O P O S E D 1 " I R R I G A T I O N ME T E R ( N E W ) P R O P O S E D R P Z BA C K F L O W P R E V E N T E R PROPOSED INTERIOR RPZBACKFLOW PREVENTER PROPOSED CARWASHRECLAMATION SYSTEM PROPOSED INTERIOR RPZBACKFLOW PREVENTERPROPOSED SANITARYSEWER MANHOLEPROPOSEDCLEANOUTPROPOSEDCLEANOUTPROPOSEDGREASE TRAP IN I T I A L D A T E DP O R PM DE S DR W E n g i n e e r i n g A s s o c i a t e s , I n c . CE I P R O J E C T N O . 4 -- - - R E V - 0 3/ 1 9 / 1 9 U T I L I T Y P L A N FA X ( 9 7 2 ) 4 8 8 - 6 7 3 2 (9 7 2 ) 4 8 8 - 3 7 3 7 Da l l a s , T X 7 5 2 3 4 3 0 3 0 L B J F r e e w a y , S u i t e 1 0 0 T J A T J A DM T AD S 3 / 1 9 / 1 9 3 0 4 5 0 1 7 5 0 1 N I N T E R S T A T E 3 5 F R O N T A G E R D . T E X A S S C H E R T Z , T R I - C O U N T Y B U S I N E S S I N D U S T R I A L P A R K U N I T 1 A , L O T 6 , B L O C K 2 7 - E L E V E N SI T E B E N C H M A R K BE N C H M A R K 0 20 ' 30 ' 40 ' SC A L E I N F E E T Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . LE G E N D NO T E : SE E A R C H I T E C T U R A L P L A N S F O R E X A C T L O C A T I O N S A N D D I M E N S I O N S OF P O R C H E S , R A M P S , V E S T I B U L E , S L O P E D P A V I N G , B U I L D I N G U T I L I T Y EN T R A N C E L O C A T I O N S A N D P R E C I S E B U I L D I N G D I M E N S I O N S . Vicinity MapNot to Scale Vicinity MapNot to Scale (S C A L E : 1 I N C H = 2 0 F E E T ) CI T Y A P P R O V A L A R E A PR O P O S E D X" G X" S S UG E UG E & T UG T X" WFD C GE N E R A L U T I L I T Y N O T E S A. AL L W A T E R L I N E S S H A L L B E T Y P E " K " C O P P E R W I T H 4 8 " M I N . C O V E R . B. AL L S A N I T A R Y S E W E R L I N E S S H A L L B E S D R - 2 6 W I T H 2 4 " M I N . C O V E R . C. CO N T R A C T O R S H A L L C O O R D I N A T E A N Y D I S R U P T I O N S T O E X I S T I N G U T I L I T Y S E R V I C E S W I T H A D J A C E N T P R O P E R T Y OW N E R S . D. AL L E L E C T R I C , T E L E P H O N E A N D G A S E X T E N S I O N S I N C L U D I N G S E R V I C E L I N E S S H A L L B E C O N S T R U C T E D T O T H E AP P R O P R I A T E U T I L I T Y C O M P A N Y S P E C I F I C A T I O N S . A L L U T I L I T Y D I S C O N N E C T I O N S S H A L L B E C O O R D I N A T E D W I T H T H E DE S I G N A T E D U T I L I T Y C O M P A N I E S . E. CO N S T R U C T I O N S H A L L N O T S T A R T O N A N Y P U B L I C U T I L I T Y S Y S T E M U N T I L W R I T T E N A P P R O V A L H A S B E E N R E C E I V E D BY T H E E N G I N E E R F R O M T H E A P P R O P R I A T E G O V E R N I N G A U T H O R I T Y A N D C O N T R A C T O R H A S B E E N N O T I F I E D B Y T H E EN G I N E E R . F. PR I O R T O T H E C O N S T R U C T I O N O F O R C O N N E C T I O N T O A N Y S T O R M D R A I N , S A N I T A R Y S E W E R , W A T E R M A I N O R A N Y OF T H E D R Y U T I L I T I E S , T H E C O N T R A C T O R S H A L L E X C A V A T E , V E R I F Y A N D C A L C U L A T E A L L P O I N T S O F C O N N E C T I O N AN D A L L U T I L I T Y C R O S S I N G S A N D I N F O R M C E I E N G I N E E R I N G A N D T H E O W N E R / D E V E L O P E R O F A N Y C O N F L I C T O R RE Q U I R E D D E V I A T I O N S F R O M T H E P L A N . N O T I F I C A T I O N S H A L L B E M A D E A M I N I M U M O F 4 8 H O U R S P R I O R T O CO N S T R U C T I O N . C E I E N G I N E E R I N G A N D I T S C L I E N T S S H A L L B E H E L D H A R M L E S S I N T H E E V E N T T H A T T H E CO N T R A C T O R F A I L S T O M A K E S U C H N O T I F I C A T I O N . G. UN L E S S O T H E R W I S E S H O W N , C A L L E D O U T O R S P E C I F I E D H E R E O N O R W I T H I N S P E C I F I C A T I O N S : A L L W A T E R L I N E FI T T I N G S S H A L L B E I N S T A L L E D W I T H T H R U S T B L O C K I N G P E R D E T A I L 3 1 C . A L L W A T E R L I N E P I P E B E D D I N G S H A L L B E IN S T A L L E D P E R D E T A I L 4 2 A . A L L S A N I T A R Y S E W E R P I P E B E D D I N G S H A L L B E I N S T A L L E D P E R D E T A I L 4 2 B . PR O P E R T Y L I N E / R I G H T O F W A Y L I N E ST O R M D R A I N GA S S E R V I C E SA N I T A R Y S E W E R S E R V I C E UN D E R G R O U N D E L E C T R I C S E R V I C E UN D E R G R O U N D E L E C T R I C A N D T E L E P H O N E S E R V I C E UN D E R G R O U N D T E L E P H O N E S E R V I C E WA T E R S E R V I C E FI R E D E P A R T M E N T C O N N E C T I O N RE P R E S E N T A T I V E KA R E N M I T C H E L L MI T C H E L L P L A N N I N G G R O U P , L L C 78 2 3 N I N E M I L E B R I D G E R O A D FO R T W O R T H , T E X A S 7 6 1 3 5 PH # 8 1 7 - 2 3 7 - 4 4 6 7 ( O ) PH # 8 1 7 - 7 9 7 - 9 1 3 4 ( M ) KM I T C H E L L @ M I T C H E L L P L A N N I N G G R O U P . C O M SH A N E P A R T R I D G E SC H A F F E R C O N S T R U C T I O N 26 0 1 N E T W O R K B L V D , S T E . 4 1 3 FR I S C O , T EXAS 7 5 0 3 4 PH # 21 4 - 8 8 8 - 6 9 2 3 ( O ) PH # 97 2 - 9 5 1 - 7 8 5 1 ( M ) SP A R T R I D G E @ S C H A F F E R C O N S T . C O M AP P L I C A N T / D E V E L O P E R NO T E : TH E E X I S T I N G A C W A T E R M A I N A T N E W TA P S S H A L L B E R E P L A C E D W I T H D U C T I L E IR O N . A C M A I N U N D E R A N Y RE C O N S T R U C T E D O R R E L O C A T E D DR I V E W A Y S O R A N Y A R E A S S U B J E C T T O GR A D I N G O R C O M P A C T I O N S H A L L B E RE P L A C E D W I T H D U C T I L E I R O N . Ap p r o v e d By : Em i l y D e l g a d o Pl a n n i n g & C o m m u n i t y D e v e l o p m e n t 8: 3 1 a m , 0 4 / 0 8 / 2 0 1 9 IN I T I A L D A T E DP O R PM DE S DR W E n g i n e e r i n g A s s o c i a t e s , I n c . CE I P R O J E C T N O . BR 3 4 7 4 L 2 R E V - 0 7 / 1 2 / 1 8 L A N D S C A P E N O T E S FA X ( 9 7 2 ) 4 8 8 - 6 7 3 2 (9 7 2 ) 4 8 8 - 3 7 3 7 D a l l a s , T X 7 5 2 3 4 30 3 0 L B J F r e e w a y , S u i t e 1 0 0 M M P M M P D M T A D S 7/ 1 2 / 1 8 30 4 5 0 F M H W Y 3 0 0 9 & I N T E R S T A T E H W Y 3 5 T E X A S S C H E R T Z , TR I - C O U N T Y B U S I N E S S I N D U S T R I A L P A R K U N I T 1 A , L O T 6 , B L O C K 2 7 - E L E V E N CI T Y A P P R O V A L A R E A GENERAL NOTES1.CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED LANDSCAPING IS INSTALLED INACCORDANCE WITH PLANS, DETAILS, SPECIFICATIONS (IF APPLICABLE) AND ALL LOCAL CODES ANDREQUIREMENTS.2.CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONS AND DIMENSIONING PRIOR TO PROCEEDINGWITH WORK DESCRIBED HERE IN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TOBEGINNING ANY CONSTRUCTION.3.QUANTITIES PROVIDED IN THE PLANT LIST ARE FOR GENERAL USE ONLY. CONTRACTOR IS RESPONSIBLEFOR VERIFICATION OF ALL PLANT AND LANDSCAPE MATERIAL QUANTITIES. SYMBOL COUNT ON PLANTAKES PRECEDENCE OVER TABLE QUANTITIES.4.IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE OWNER'S REPRESENTATIVE AND/OR THELANDSCAPE ARCHITECT OF UNAVAILABILITY OF SPECIFIED PLANT MATERIAL FROM COMMERCIALNURSERIES. THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT WILL PROVIDEALTERNATE PLANT MATERIAL SELECTIONS IF UNAVAILABILITY OCCURS. SUCH CHANGES SHALL NOTALTER THE ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER.5.ALL PLANT MATERIALS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1.6.CONTAINER GROWN STOCK SHOULD HAVE GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOTSYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER.7.ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIRED CHANGE SHALL REQUIRE THE WRITTENAPPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER.8.THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REFUSE ANYMATERIAL THEY DEEM UNACCEPTABLE.9.COORDINATE WITH PROJECT REPRESENTATIVE FOR DISTURBED SITE TREATMENTS OUTSIDE LANDSCAPEIMPROVEMENTS. SEE CIVIL PLANS FOR SOIL STABILIZATION FOR EROSION CONTROL.10.IF REQUIRED, CONTRACTOR TO ENSURE THAT AN AUTOMATED IRRIGATION SYSTEM THAT PROVIDESCOMPLETE COVERAGE OF THE SITE IS INSTALLED PRIOR TO INSTALLING TREES/PALMS (SEE IRRIGATIONPLAN SHEET IF PROVIDED). IF NO PLAN IS PROVIDED THE CONTRACTOR SHALL SUBMIT A PROPOSEDDESIGN TO THE LANDSCAPE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. THEPROPOSED DESIGN MUST HAVE AN APPROVED BACKFLOW DEVICE AND RAIN SENSOR INSTALLED TOSTOP IRRIGATION DURING RAIN EVENTS. CONTRACTOR SHALL ENSURE THAT THERE IS POSITIVEDRAINAGE AND NO PONDING OF WATER AT ROOT AREA.11.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHESOF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALLPROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED/SODDED,FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED INALL AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH POINT AS TREE ISRE-ESTABLISHED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THEPROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.12.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THEWORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BESTAVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENTTO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TOREPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURSAS A RESULT OF THE CONSTRUCTION AT NO COST TO THE OWNER.13.WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED.14.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLEFOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.15.IF A SWPPP PLAN IS PROVIDED THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN,AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE.16.THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDINGIN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.17.ALL DISTURBED AREAS AS DESIGNATED ON THE GRADING PLAN SHALL BE SOWN WITH GRASS SEED MIXOF 45% YUKON BERMUDA GRASS, 45% MAJESTIC BERMUDA GRASS , 10% CENTIPEDE BY WEIGHT @3LBS / 1000 SF.18.SEEDING ON SLOPES: HYDROSEED WITH GRASS SEED AS INDICATED ON PLANS. SEE LEGEND FORSPECIFIC GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER BED PREPARATION.HYDROSEED MIXTURE SHALL CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS./ACRE,WITH A MAXIMUM OF 50 LBS./100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2 - 2HOURS ADD AN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITH NEWMIXTURE. ALL SLOPES 2:1 OR GREATER SHALL BE COVERED WITH EROSION CONTROL BLANKET ASSHOWN IN THE EROSION CONTROL BLANKET DETAIL. SEE SPECIFICATIONS FOR SEED ESTABLISHMENTREQUIREMENTS.19.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEPMOIST UNTIL PLANTED.1.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED A R E A S . A L L D E L E T E R I O U S MATERIALS SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE M A T E R I A L , A S P H A L T , E T C . S H A L L B E REMOVED PRIOR TO ANY FILL OPERATIONS. FILL ALL PLANTING AREAS WITH CLEA N E A R T H E N F I L L . S O I L S H A L L B E FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN S I Z E . T H E T O P S I X I N C H E S O F F I L L MATERIAL STRIPPED FROM SITE MAY BE UTILIZED FOR PLANTER OR TOPSOIL FILL I F P R I O R A P P R O V A L H A S B E E N OBTAINED FROM THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITEC T . 2.FINISH GRADE OF LANDSCAPE AREAS (TOP OF TURF AND MULCH) MUST BE GRAD E D T O 1 1 / 2 " B E L O W A D J A C E N T PAVEMENT SURFACES.3.LOCATE SHRUBS A DISTANCE OF HALF OF THEIR AVERAGE MATURE SPREAD AWA Y F R O M W A L K S , S T R U C T U R E S , CONCRETE PADS, ETC. LOCATE GROUND COVER PLANTINGS A MINIMUM OF 2' F R O M W A L K S , S T R U C T U R E S , CONCRETE PADS, ETC.4.ALL LAWN AREAS NOT OTHERWISE BORDERED BY WALKS, OR OTHER STRUCTURE S , S H A L L H A V E M A N U F A C T U R E D EDGING AS REQUIRED.5.TREES PLANTED ADJACENT TO PUBLIC ROADS AND PEDESTRIAN SIDEWALKS SHAL L B E P R U N E D S U F F I C I E N T L Y T O AVOID VISUAL BLOCKS TO INTERSECTING VEHICULAR ACCESS OR INTERFERENCE W I T H P E D E S T R I A N W A L K W A Y S . TREES WITH A 4" OR LARGER CALIPER SHALL BE PRUNED UP TO 6'-0" ABOVE PAV E M E N T S . 6.ALL TREES WITHIN 4' OF PAVED SURFACES (SUCH AS CURBS, WALLS, BUILDINGS A N D S I D E W A L K S ) S H A L L B E P R O V I D E D WITH A DEEP ROOT BARRIER CONTROL DEVICE OR EQUAL. INSTALL PER MFR'S SP E C I F I C A T I O N S . 7.TOPSOIL DEPTH SHALL BE AS FOLLOWS :PLANTER BEDS - 12" MINIMUMGRASS/SOD AREAS - 4" MINIMUM (AFTER COMPACTION)8.BACKFILL ALL TREES, SHRUBS, GROUNDCOVER WITH A MIXTURE OF 2 PARTS NAT I V E S O I L A N D 1 P A R T S O I L CONDITIONING WITH WOOD MULCH.9.THE LANDSCAPE CONTRACTOR SHALL WATER TEST ALL PLANTING HOLE PRIOR TO P L A N T I N G . I F H O L E S D O N O T D R A I N PROPERLY, EXCAVATE FURTHER UNTIL IMPERMEABLE LAYER IS BREACHED. EXCA V A T E D P L A N T P I T S S H A L L H A V E POSITIVE DRAINAGE. PLANT PITS (WHEN FULLY FLOODED WITH WATER) SHALL D R A I N W I T H I N 1 H O U R O F F I L L I N G . ENSURE THAT ALL PLANT PITS HAVE POSITIVE DRAINAGE.10.ALL PLANTING BEDS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. PRE - E M E R G E N T H E R B I C I D E S H A L L B E APPLIED PER MANUFACTURE'S RECOMMENDATIONS AND SHALL OCCUR AFTER T O P S O I L P L A C E M E N T A N D P R I O R T O INSTALLATION OF PLANT MATERIALS AND MULCH.11.FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH A TIME RELEASE FERTILIZ E R P E R B R A N D ' S S P E C I F I E D APPLICATION RATES.12.ALL PLANTING BED SOILS SHALL BE AMENDED WITH 2" OF ORGANIC COMPOST13.ALL TREES AND SHRUBS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE T H E I R S U R V I V A L . 14.ANY ROPE OR WIRE BINDING THE BALL SHALL BE CUT PRIOR TO PREVENT GIRDLIN G O F T H E T R E E . R E M O V E W I R E , TWINE, AND BURLAP FROM THE TOP HALF OF ALL B&B PLANT MATERIAL.15.IF A NON-BIODEGRADABLE MATERIAL IS USED AROUND THE BALL, IT SHALL BE C O M P L E T E L Y R E M O V E D P R I O R T O BACKFILLING.16.PRIOR TO INSTALLATION, THE ROOTS OF CONTAINER GROWN STOCK SHALL BE SE P A R A T E D O R S P L I T T O E N S U R E PROPER ROOT DEVELOPMENT.17.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTIO N B E T W E E N D E L I V E R Y A N D PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.18.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PR I O R T O S U B S T A N T I A L COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED W I T H M A T E R I A L O F T H E S A M E SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. TR E E S & S H R U B S S H A L L B E P L A N T E D A S SOON AS POSSIBLE AFTER DELIVERY.19.ALL TREES MUST BE STRAIGHT-TRUNKED, FULL-HEADED AND MEET ALL REQUIRE M E N T S S P E C I F I E D . 20.ALL TREES MUST BE STAKED AS SHOWN IN THE DETAILS.21.NO SUBSTITUTIONS OR ALTERNATIVES WILL BE ALLOWED FOR GROUND SURFACE M A T E R I A L S U N L E S S APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT OR OWNER.22.MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS AND AL L U T I L I T I E S U N L E S S O T H E R W I S E SPECIFIED.23.A FOUR INCH (4") TOP DRESSING/MULCHING OF SHREDDED HARDWOOD MULCH S H A L L B E P L A C E D I N A L L P L A N T BEDS AND AROUND ALL TREES. SINGLE TREES OR SHRUBS SHALL HAVE TOP DRES S I N G T O T H E O U T S I D E E D G E O F T H E MANUFACTURED EDGING OR LANDSCAPE ISLAND. (SEE PLANTING DETAILS) TOP D R E S S I N G C A N B E W O O D M U L C H , ROCK, OR ANY OTHER DECORATIVE MATERIAL SPECIFIED ON PLANS. SEE LANDSCA P E P L A N F O R T Y P E . 24.THE FOLLOWING PLANTING SEASONS ARE RECOMMENDED:EVERGREEN SHRUBBERY NOV-MARDECIDUOUS SHRUBBERY & TREES NOV-MAREVERGREEN TREES NOV-MAR PLANTING NOTES PL A N T G U A R A N T E E , R E P L A C E M E N T A N D M A I N T E N A N C E A. GU A R A N T E E : AC C E P T A N C E O F G R A D I N G A N D S E E D I N G S H A L L B E B Y L A N D S C A P E A R C H I T E C T A N D / O R O W N E R . T H E C O N T R A C T O R SH A L L A S S U M E M A I N T E N A N C E R E S P O N S I B I L I T I E S 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 S H A L L I N C L U D E WA T E R I N G , W E E D I N G , R E S E E D I N G A N D O T H E R O P E R A T I O N S N E C E S S A R Y T O K E E P A L L L A W N A R E A S I N A T H R I V I N G CO N D I T I O N . U P O N F I N A L A C C E P T A N C E , O W N E R S H A L L A S S U M E A L L M A I N T E N A N C E R E S P O N S I B I L I T I E S . A F T E R L A W N AR E A S H A V E G E R I M I N A T E D , A R E A S W H I C H F A I L T O S H O W A U N I F O R M S T A N D O F G R A S S F O R A N Y R E A S O N WH A T S O E V E R S H A L L B E R E - S E E D E D R E P E A T E D L Y U N T I L A L L A R E A S A R E C O V E R E D W I T H A S A T I S F A C T O R Y S T A N D O F GR A S S . M I N I M U M A C C E P T A N C E O F S E E D E D L A W N A R E A S M A Y I N C L U D E S C A T T E R E D B A R E S P O T S , N O N E O F W H I C H AR E L A R G E R T H A N 1 S Q U A R E F O O T , A N D W H E N C O M B I N E D D O N O T E X C E E D 2 % O F T O T A L S E E D E D L A W N A R E A . B. RE P L A C E M E N T : AN Y P L A N T U N D E R T H I S S P E C W H I C H I S D E A D , M I S S I N G , U N H E A L T H Y , O R O T H E R W I S E N O T AC C E P T A B L E A N D N O T I N S A T I S F A C T O R Y G R O W I N G C O N D I T I O N D U R I N G C O N S T R U C T I O N MA I N T E N A N C E P E R I O D , O R A T T H E E N D O F T H E G U A R A N T E E P E R I O D , S H A L L B E R E M O V E D F R O M S I T E A N D RE P L A C E D W I T H S U I T A B L E , A C C E P T A B L E P L A N T A S S P E C I F I E D , W I T H I N F I V E ( 5 ) D A Y S . C. MA I N T E N A N C E : GE N E R A L C O N T R A C T O R S H A L L P R O V I D E O N E Y E A R O F L A N D S C A P E M A I N T E N A N C E , F R O M T H E T I M E T H E PR O J E C T R E C E I V E S T H E C E R T I F I C A T E O F O C C U P A N C Y A N D T H E R E A F T E R , F O R A L L N E W L A N D S C A P E . I F EX I S T I N G L A N D S C A P E E X I S T S O N - S I T E , G E N E R A L C O N T R A C T O R I S T O PR O V I D E T H E O P T I O N O F MA I N T E N A N C E F O R T H E O W N E R ' S R E V I E W . 1. AP P L I C A T I O N O F H E R B I C I D E S S H A L L B E I N C O M P L I A N C E W I T H S T A T E P E S T I C I D E S R E G U L A T I O N S . I T I S T H E RE S P O N S I B I L I T Y O F T H E L A N D S C A P E C O N T R A C T O R T O C O N S U L T W I T H T H E R E G U L A T O R Y A G E N C I E S F O R L O C A L HE R B I C I D E S A P P L I C A T I O N R E Q U I R E M E N T S . 2. IF T H E R E I S A D I S C R E P A N C Y B E T W E E N S T A T E R E G U L A T I O N S A N D A D D I T I O N A L R E Q U I R E M E N T S B E L O W , M O S T ST R I N G E N T S H A L L R U L E 3. NO A E R I A L A P P L I C A T I O N O F H E R B I C I D E S I S P E R M I T T E D O N S I T E . 4. CA R C I N O G E N S A N D E P A T O X I C C A T E G O R Y I A N D I I A R E P R O H I B I T E D T O U S E O N S I T E . HE R B I C I D E S N O T E S 1. AD J U S T F I N E G R A D E T O A C H I E V E P O S I T I V E D R A I N A G E A W A Y F R O M B U I L D I N G S . P R O V I D E U N I F O R M R O U N D I N G A T T O P AN D B O T T O M O F S L O P E S A N D O T H E R B R E A K S I N G R A D E . C O R R E C T I R R E G U L A R I T I E S A N D A R E A S W H E R E W A T E R M A Y ST A N D . 2. AL L L A W N A R E A S T O R E C E I V E S O L I D S O D S H A L L B E L E F T I N A M A X I M U M O F 1 1 / 2 " B E L O W F I N A L F I N I S H G R A D E . CO N T R A C T O R T O C O O R D I N A T E O P E R A T I O N S W I T H O N - S I T E C O N S T R U C T I O N M A N A G E R . 3. CO N T R A C T O R T O C O O R D I N A T E W I T H O N - S I T E C O N S T R U C T I O N M A N A G E R F O R A V A I L A B I L I T Y O F E X I S T I N G T O P S O I L . 4. IM P O R T E D T O P S O I L S H A L L B E N A T U R A L , F R I A B L E S O I L F R O M T H E R E G I O N K N O W N A S B O T T O M L A N D S O I L ; F R E E F R O M LU M P S , C L A Y T O X I C S U B S T A N C E S , R O O T S , D E B R I S , V E G E T A T I O N , S T O N E S ; C O N T A I N I N G N O S A L T A N D B E B L A C K T O BR O W N I N C O L O R . 5. AL L L A W N A R E A S T O B E F I N E G R A D E D , S E T T L E D , A N D F I N I S H G R A D E A P P R O V 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 O R LA N D S C A P E A R C H I T E C T P R I O R T O S O D I N S T A L L A T I O N . 6. AL L R O C K S 3 / 4 " D I A M E T E R A N D L A R G E R , D I R T C L O D S , S T I C K S , C O N C R E T E S P O I L S , C O N S T R U C T I O N W A S T E , E T C . S H A L L BE R E M O V E D P R I O R T O P L A C I N G T O P S O I L A N D A N Y L A W N I N S T A L L A T I O N . 7. PL A N T S O D B Y H A N D T O C O V E R I N D I C A T E D A R E A C O M P L E T E L Y . I N S U R E E D G E S O F S O D A R E T O U C H I N G . T O P D R E S S JO I N T S B Y H A N D W I T H T O P S O I L T O F I L L V O I D S . 8. RO L L G R A S S A R E A S T O A C H I E V E A S M O O T H , E V E N S U R F A C E , F R E E F R O M U N N A T U R A L U N D U L A T I O N S . 9. FE R T I L I Z E A L L S O D A T T H E T I M E O F P L A N T I N G W I T H A T I M E R E L E A S E F E R T I L I Z E R P E R B R A N D ' S S P E C I F I E D A P P L I C A T I O N RA T E S . 10 . WA T E R S O D T H O R O U G H L Y A S S O D O P E R A T I O N P R O G R E S S E S . 11 . IF S O D I S I N S T A L L E D O N S L O P E S O F 3 : 1 O R G R E A T E R . S O D S H A L L B E S T A K E D T O A V O I D S L I P P I N G O R S L I D I N G A P A R T . ST A K I N G O R S T A P L E S S H A L L B E I N S T A L L E D F L U S H A S T O N O T C R E A T E A M A I N T E N A N C E I S S U E W I T H C A R E E Q U I P M E N T . 12 . CO N T R A C T O R S H A L L M A I N T A I N A L L L A W N A R E A S U N T I L F I N A L A C C E P T A N C E . T H I S S H A L L I N C L U D E , B U T N O T L I M I T E D TO : M O W I N G , W A T E R I N G , W E E D I N G , C U L T I V A T I N G , C L E A N I N G A N D R E P L A C I N G D E A D O R B A R E A R E A S T O K E E P P L A N T S IN V I G O R O U S , H E A L T H Y C O N D I T I O N S . 13 . CO N T R A C T O R S H A L L G U A R A N T E E E S T A B L I S H M E N T O F A N A C C E P T A B L E T U R F A R E A A N D S H A L L P R O V I D E R E P L A C E M E N T FR O M L O C A L S U P P L Y I F N E C E S S A R Y . 14 . IF I N S T A L L A T I O N O C C U R S B E T W E E N N O V E M B E R A N D M A R C H A L L S O D A R E A S T O B E O V E R - S E E D E D W I T H G U L F A N N U A L RY E G R A S S . SO L I D S O D N O T E S PLANTREE WRAPBACKFILL MIX WHITE FLAGGING (TYP.)8" 2-PLY RUBBER HOSE8' STEEL TEE POST- 3 REQUIRED AT 120°4 INCHES MULCHUNDISTURBED SUBSOIL 4 INCH DEEP SAUCERNOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"2'(MIN.)TREE PLANTINGN.T.S.12"6"50A REMOVE BURLAP & ROPE FROMTOP 1/3 OF THE BALL DOUBLE STRAND 12 GAUGE WIRECOVERED W/2-PLY RUBBER HOSEPAINTED FLUORESCENT ORANGE2'(MIN.)12"UNDISTUR B E D S U B S O I L BACKFILL M I X 6"50BSHRUB PLANTINGN.T.S.WEED MAT (ONLY IF SHRUB ISWITHIN A PLANTING BED)4 INCHES M U L C H ( S E E LANDSCAP E N O T E S F O R TYPE OF M U L C H ) IF SHRUB I S B & B , T H E N REMOVE B U R L A P & R O P E FROM TO P 1 / 3 O F B A L L SO D D E D A R E A NA T U R A L S T E E L E D G I N G . N O PA I N T E D E D G I N G S H A L L B E US E D . ST E E L S T A K E D R I V E N F R O M MU L C H S I D E O F E D G I N G W I T H TO P O F S T A K E B E L O W T O P O F HE A D E R . FI N I S H G R A D E NA T U R A L S T E E L E D G I N G . N O PA I N T E D E D G I N G S H A L L B E U S E D . PO L Y P R O P Y L E N E M A T E R I A L WE E D B A R R I E R . CO M P A C T E D S A N D SU B - B A S E . FI N I S H G R A D E PO L Y P R O P Y L E N E M A T E R I A L WE E D B A R R I E R . ST E P P I N G S T O N E B E D 1/32/3 1/32/3 ST E E L S T A K E D R I V E N F R O M M U L C H SI D E O F E D G I N G W I T H T O P O F S T A K E BE L O W T O P O F H E A D E R . ST E E L E D G I N G N. T . S . SO D D E D A R E A W / M U L C H N. T . S . RO C K B E D A R E A W / M U L C H N. T . S . 50 Q ABOVE GRADE BELOW GRADE MU L C H T O P DR E S S I N G BELOW GRADE ABOVE GRADE MU L C H T O P DR E S S I N G PR E L I M I N A R Y NO T F O R CO N S T R U C T I O N Ap p r o v e d By : Em i l y D e l g a d o Pla n n i n g & C o m m u n i t y D e v e l o p m e n t 8: 3 1 a m , 0 4 / 0 8 / 2 0 1 9 T.O. FINISH FLOOR 0" XXXX WALL PACK (TYP) WALL PACK (TYP) LINE OF ROOF EMERGENCY EGRESS LIGHT 6" WHITE VINYL STREET ADDRESS SECURITY CAMERA, TYP STANDING SEAM METAL ROOF PROPANE STORAGE BEYOND C02 STORAGE BEYOND DASHED LINES INDICATES RTU'S BEYOND TO BE SCREENED ON ALL SIDES BY PARPAPET WALLS 20 GA. PREFINISHED METAL PARAPET CAP T.O.PARAPET FRAMING. 18' - 8" T.O.PARAPET FRAMING 21' - 8" CS-1 CS-1 CS-1 15' - 1"60' - 5"15' - 1" ST-1 N-2 MATERIAL CALCULATIONS •CS-1: 1,337.44 S.F. •METALS: 30.30 S.F. •N-2: 80.75 S.F. •ST-1: 3.37 S.F. •STOREFRONT: 461.40 S.F. •SS-1: 211.49 SS-1 CS-1 3' - 0 " 18 ' - 8 " 11 ' - 4 " T Y P 6' - 2 " 3' - 6 " 9' - 0 " 4" 2' - 8 " 9' - 4 " 2' - 9"9' - 6"9' - 4"20' - 8"26' - 8"9' - 4"9' - 6"2' - 9" 15' - 9"2' - 3"12' - 7"2' - 3"24' - 11"2' - 3"12' - 7"2' - 3"15' - 9" 9' - 9 " •ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 1844.95 SF •ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 1297.88 SF •AREA OF WINDOWS AND GLASS DOORS: 547.07 SF •ELEVATION C-1 AREA: 1844.95 SF •ELEVATION PARAPET CAP: 90'-7" LF T.O. FINISH FLOOR 0" 20 GA. PREFINISHED METAL PARAPET CAP DASHED LINES INDICATES RTU'S BEYOND TO BE SCREENED ON ALL SIDES BY PARPAPET WALLS LINE OF ROOF BEYOND WALL PACK (TYP), REF ELECTRICAL EMERGENCY EGRESS LIGHT CS-1 T.O.PARAPET FRAMING. 18' - 8" T.O.PARAPET FRAMING 21' - 8" MATERIAL CALCULATIONS •CS-1: 215.26 S.F. •METALS: 4.11 S.F. •N-2: 20.19 S.F. •ST-1: .87 S.F. •SS-1: 7.00 S.F. N-2 ST-1 CS-1 SS-1 18 ' - 8 " 3' - 0 " 11'-0" 11 ' - 4 " T Y P •ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 238.95 SF •ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 238.95 SF •AREA OF WINDOWS AND DOORS: 0.00 SF •ELEVATION C-1 AREA: 238.95 SF •ELEVATION PARAPET CAP: 11'-0" LF T.O. FINISH FLOOR 0" COMMERCIAL GRADE SEAMLESS SCUPPER & DOWNSPOUT (TYP) STRAP DOWNSPOUT TO WALL AT TOP AND BOTTOM 20 GA. PREFINISHED METAL PARAPET CAP WALL PACK (TYP), EMERGENCY EGRESS LIGHT LINE OF ROOF BEYOND PROVIDE 1'-0" X 2'-0" CONCRETE SPLASH BLOCKS AT EACH DOWNSPOUT; SPLASH BLOCK TO DISCHARGE MIN 12" AWAY FROM BUILDING P-3 LADDERPORT ROOF ACCESS DASHED LINES INDICATES RTU'S BEYOND TO BE SCREENED ON ALL SIDES BY PARPAPET WALLS OVERFLOW SCUPPER T.O.PARAPET FRAMING. 18' - 8" MATERIAL CALCULATIONS •CS-1: 1,254.98 S.F. •METALS: 89.27 S.F. T.O. PARAPET FRAMING 21' - 8" CS-1CS-1 CS-1 PARAPET BEYOND 4' - 0" 21' - 4"21' - 7"3' - 0"18' - 5" SOUTHWEST ELEVATION BEYOND 18 ' - 8 " 3' - 0 " 11 ' - 4 " T Y P 8' - 0 " •ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 1,254.98 S.F. •ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 1254.98 SF •AREA OF WINDOWS AND GLASS DOORS: 0.00 SF •ELEVATION C-1 AREA: 1,254.98 S.F. •ELEVATION PARAPET CAP: 63'-9" LF T.O. FINISH FLOOR 0"COMMERCIAL GRADE SEAMLESS SCUPPER & DOWNSPOUT (TYP) STRAP DOWNSPOUT TO WALL AT TOP AND BOTTOM 20 GA. PREFINISHED METAL PARAPET CAP EMERGENCY EGRESS LIGHT LINE OF ROOF BEYOND PROVIDE 1'-0" X 2'-0" CONCRETE SPLASH BLOCKS AT EACH DOWNSPOUT; SPLASH BLOCK TO DISCHARGE MIN 12" AWAY FROM BUILDING WALL PACK (TYP), DASHED LINES INDICATES RTU'S BEYOND TO BE SCREENED ON ALL SIDES BY PARPAPET WALLS OVERFLOW SCUPPER C02 CAGE BEYOND PROPANE CAGE BEYOND ELECTRICAL EQUIPMENT T.O.PARAPET FRAMING. 18' - 8" CS-1 P-3 MATERIAL CALCULATIONS •CS-1: 1,264.74 S.F. •METALS: 89.27 S.F. 3' - 0 " 18 ' - 8 " CS-1 T.O. PARAPET FRAMING 21' - 8" NORTHEAST ELEVATION BEYOND 11 ' - 4 " T Y P P-3 8' - 0 " T Y P 21' - 5"21' - 7"20' - 9" PARAPET BEYOND 4' - 0" •ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 1,264.74 S.F. •ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 1264.74 SF •AREA OF WINDOWS AND GLASS DOORS: 0.00 SF •ELEVATION C-1 AREA: 1,264.74 S.F. •ELEVATION PARAPET CAP: 63'-9" LF T.O. FINISH FLOOR 0" 20 GA. PREFINISHED METAL PARAPET CAP DASHED LINES INDICATES RTU'S BEYOND TO BE SCREENED ON ALL SIDES BY PARPAPET WALLS LINE OF ROOF BEYOND WALL PACK (TYP) EMERGENCY EGRESS LIGHT C02 CAGE PROPANE CAGE T.O.PARAPET FRAMING. 18' - 8" CS-1 ST-1 N-2 SS-1 MATERIAL CALCULATIONS •CS-1: 215.26 S.F. •METALS: 4.11 S.F. •N-2: 20.19 S.F. •ST-1: .87 S.F. •SS-1: 7.00 S.F. T.O. PARAPET FRAMING 21' - 8" 18 ' - 8 " 3' - 0 " 11'-0" CS-1 11 ' - 4 " T Y P •ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 238.95 SF •ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 238.95 SF •AREA OF WINDOWS AND GLASS DOORS: 0.00 SF •ELEVATION C-1 AREA: 238.95 SF •ELEVATION PARAPET CAP: 11'-0" LF EXTERIOR MATERIALS SCHEDULE MATERIAL MANUF.-COLORN0. MR - 1 MEMBRANE ROOFING DUROLAST - WHITE P-3 EXTERIOR HM DOORS, FRAMES, TRASH ENCLOSURE GATE, GRAVEL GUARDS, AND LIGHT POLES SHERWIN WILLIAMS - SEAL SKIN SW 7675 S-1 ALUMINUM STOREFRONT GLAZING, CAP FLASHING, DOWNSPOUTS & SCUPPERS DARK BRONZE P-6 EXTERIOR BOLLARDS SHERWIN WILLIAMS - SEAL SKIN SW 7675 CS-1 CHOPPED STONE EL DORADO STONE - ASHLAR PATTERN ST-1 STUCCO SHERWIN WILLIAMS - BALANCED BEIGE SW 7037 N-2 NICHIHA VINTAGEWOOD NICHIHA - VINTAGEWOOD "CEDAR" SS-1 STANDING SEAM ROOF BERRIDGE - ZINC-COTE PROJECT NUMBER: RELEASE DATE: REVISIONS A B C 6 5 4 3 2 6 5 4 3 2 D THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. E 1 1 N O T F O R C O N S T R U C T I O N Copyright 2018 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. Architect Name - TENANT 106 N 37TH STREET, SUITE C ROGERS, ARKANSAS 72756 WWW.BATESARCHITECTS.COM TEL: 479.633.8165 STORE #: Architect Number - A B C D E CONSTRUCTION MANAGER 7/ 2 7 / 2 0 1 8 1 1 : 1 6 : 5 8 A M BI M 3 6 0 : / / 1 0 3 7 7 7 7 7 - 1 1 S c h e r t z , T X @ F M H w y 3 0 0 9 & I -3 5 ( 1 8 0 4 6 ) / 1 8 0 4 6 S C H E R T Z T X _ A _ R 1 6 . r v t 18046 SC H A F F E R C O N S T R U C T I O N 07/25/2018 7-ELEVEN INC. 3200 HACKBERRY ROAD, IRVING, TX 75063 7- E L E V E N S T O R E 2601 NETWORK BLVD., SUITE 413 17 5 0 1 F M H W Y 3 0 0 9 & I - 3 5 SC H E R T Z , T X 7 8 1 5 4 38487 FRISCO, TX 75034 RYAN FAUST 25444 REVIEW BOARD ELEVATIONS R0.01 07/25/2018 PROTO:08/21/2017 SCHAFFER CONSTRUCTION 2601 NETWORK BLVD., SUITE 413 FRISCO, TX 75034 R0.01 3/16" = 1'-0" 1 ELEVATION - FRONT FACING EAST R0.01 3/16" = 1'-0" 5 ELEVATION - LEFT SIDE FACING SOUTHWEST R0.01 3/16" = 1'-0" 4 ELEVATION - REAR FACING WEST R0.01 3/16" = 1'-0" 3 ELEVATION - REAR FACING NORTH R0.01 3/16" = 1'-0" 2 ELEVATION - RIGHT SIDE FACING NORTHEAST C-1 CHOPPED STONE EL DORADO STONE ASHLAR PATTERN N-2 NICHIHA VINTAGEWOOD CEDAR SPECIAL USE PERMIT NOTES: •BUILDING DESIGN CATEGORY: COMMERCIAL •TOTAL BUILDING FACADE AREA WITH WINDOWS AND DOORS: 4,335.06 SF TR I - C O U N T Y B U S I N E S S I N D U S T R I A L P A R K U N I T 1 A , L O T 6 , B L O C K 2 NO.DATEDESCRIPTION Approved By: Emily Delgado Planning & Community Development 8:31 am, 04/08/2019 CWACWB WALL PACK (TYP) 20 GA. PREFINISHED METAL PARAPET CAP, TYP. COMMERCIAL GRADE SEAMLESS SCUPPER & DOWNSPOUT (TYP) STRAP DOWNSPOUT TO WALL AT TOP AND BOTTOM 48"x84" EQUIPMENT ROOM SECURITY DOOR W/HOLLOW METAL FRAME W/2'X2' VENT 4" BOLLARD 23'-4" 114A CS-1 P-3 T.O.M. 15'-4" T.O. FINISH FLOOR 0'-0" 10 ' - 4 " MATERIAL CALCULATIONS •CS-1: 224.80 S.F. •METALS: 39.23 S.F. 15 ' - 4 " 10 ' - 0 " 1' - 6"4' - 0"4' - 6"10' - 0"3' - 4" •ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 363.75 S.F. •ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 363.75 S.F. •AREA OF WINDOWS AND GLASS DOORS: 0.00 SF •ELEVATION C-1 AREA: 363.75 S.F. •ELEVATION PARAPET CAP: 23'-4" LF CW2CW1 20 GA. PREFINISHED METAL PARAPET CAP, TYP. WALL PACK (TYP) REFERENCE ELECTRICAL 4" BOLLARD DRYER TIMER W/STAND UNITEC C-START COIN BOX 4" BOLLARD (VEHICLE EXIT)(VEHICLE ENTRANCE) 42'-0" CS-1 10 ' - 4 " T.O.M. 15'-4" T.O.M. 16'-8" T.O. FINISH FLOOR 0'-0" 12' - 8"17' - 4"12' - 0" MATERIAL CALCULATIONS •CS-1: 659.97 S.F. •METALS: 14.56 S.F. 15 ' - 4 " 16 ' - 8 " •ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 676.11 S.F. •ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 676.11 S.F. •AREA OF WINDOWS AND GLASS DOORS: 0.00 SF •ELEVATION C-1 AREA: 676.11 S.F. •ELEVATION PARAPET CAP: 42'-0" LF CWA CWB 20 GA. PREFINISHED METAL PARAPET CAP, TYP. WALL PACK (TYP) REFERENCE ELECTRICAL COMMERCIAL GRADE SEAMLESS SCUPPER & DOWNSPOUT (TYP) STRAP DOWNSPOUT TO WALL AT TOP AND BOTTOM 36"X84" EQUIPMENT ROOM SECURITY DOOR W/HOLLOW METAL FRAME 23'-4" 114B 4" BOLLARD CS-1 P-3 T.O.M. 15'-4" T.O.M. 16'-8" T.O. FINISH FLOOR 0'-0" 10 ' - 4 " 3' - 4"10' - 0"10' - 0" CS-1 MATERIAL CALCULATIONS •CS-1: 245.03 S.F. •METALS: 32.05 S.F. •ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 376.02 S.F. •ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 376.02 S.F. •AREA OF WINDOWS AND GLASS DOORS: 0.00 SF •ELEVATION C-1 AREA: 376.02 S.F. •ELEVATION PARAPET CAP: 23'-4" LF CW2 CW1 20 GA. PREFINISHED METAL PARAPET CAP, TYP. WALL PACK (TYP) REFERENCE ELECTRICAL UNITEC C-START COIN BOX 4" BOLLARD WALL PACK (TYP) REFERENCE ELECTRICAL DRYER TIMER W/STAND 4" BOLLARD COMMERCIAL GRADE SEAMLESS SCUPPER & DOWNSPOUT (TYP) STRAP DOWNSPOUT TO WALL AT TOP AND BOTTOM (VEHICLE EXIT) (VEHICLE ENTRANCE) PREFINISHED OVERFLOW SCUPPER CS-1 T.O.M. 15'-4" T.O.M. 16'-8" T.O. FINISH FLOOR 0'-0" 42' - 0" 10 ' - 4 " MR-1 2' - 6"1' - 6"15' - 6"1' - 6"16' - 8"8"8"1' - 0" 2' - 0" PARAPET BEYOND 15 ' - 4 " MATERIAL CALCULATIONS •CS-1: 638.21 S.F. •METALS: 30.53 S.F. •ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 653.00 S.F. •ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 653.00 S.F. •AREA OF WINDOWS AND GLASS DOORS: 0.00 SF •ELEVATION C-1 AREA: 653.00 S.F. •ELEVATION PARAPET CAP: 42'-0" LF ST-1 ST-3 3' - 0 " 14 ' - 6 " CS-1 MATERIAL CALCULATIONS •CS-1: 210.04 S.F. •ST-1: 137.00 S.F. •ST-3: 152.00 S.F. •METAL FASCIA: 256.02 S.F. 136' - 0" CHAMFERED EDGE OF CANOPY 12' - 3" CHAMFERED EDGE OF CANOPY 12' - 3" ST-3 ST-1ST-1 ST-3ST-3 CS-1 CS-1 14 ' - 6 " 3' - 0 " MATERIAL CALCULATIONS •CS-1: 210.04 S.F. •ST-1: 137.00 S.F. •ST-3: 202.39 S.F. •METAL FASCIA: 205.68 S.F. 111' - 5" ST-3 ST-1 CS-1 3' - 0 " 14 ' - 6 " MATERIAL CALCULATIONS •CS-1: 53.47 S.F. •ST-1: 23.50 S.F. •ST-3: 39.63 S.F. •METAL FASCIA: 27.90 S.F. 22' - 7" PROJECT NUMBER: RELEASE DATE: REVISIONS A B C 6 5 4 3 2 6 5 4 3 2 D THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. E 1 1 N O T F O R C O N S T R U C T I O N Copyright 2018 Bates & Associates, Architects Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. Architect Name - CONSTRUCTION MANAGER TENANT 502 SW A STREET, SUITE 2 BENTONVILLE, AR 72712 WWW.BATESARCHITECTS.COM TEL: 479.633.8165 STORE #: Architect Number - A B C D E 7- E L E V E N S T O R E PROTO: 08/21/2017 7/ 2 5 / 2 0 1 8 1 1 : 1 7 : 3 2 A M BI M 3 6 0 : / / 1 0 3 7 7 7 7 7 - 1 1 S c h e r t z , T X @ F M H w y 3 0 0 9 & I- 3 5 ( 1 8 0 4 6 ) / 1 8 0 4 6 S C H E R T Z T X _ C W _ A _ R 1 6 . r v t 18046 SC H A F F E R C O N S T R U C T I O N 07/25/2018 SCHAFFER CONSTRUCTION 2601 NETWORK BLVD., SUITE 413 FRISCO, TX 75034 7-ELEVEN INC. 3200 HACKBERRY ROAD IRVING, TX 75063 2601 NETWORK BLVD., SUITE 413 17 5 0 1 F M H W Y 3 0 0 9 & I - 3 5 SC H E R T Z , T X 7 8 1 5 4 38487 FRISCO, TX 75034 RYAN M FAUST AR97905 REVIEW BOARD ELEVATIONS R0.02 07/25/2018 NO.DATEDESCRIPTION R0.02 1/4" = 1'-0" 1 ENTRANCE SIDE FACING NORTHWEST R0.02 1/4" = 1'-0" 2 FRONT SIDE FACING NORTHEAST R0.02 1/4" = 1'-0" 3 EXIT SIDE FACING SOUTHEAST R0.02 1/4" = 1'-0" 4 BACK SIDE FACING SOUTHWEST R0.02 1/8" = 1'-0" 7 FUEL CANOPY ELEVATION - REAR FACING WEST R0.02 1/8" = 1'-0" 5 FUEL CANOPY ELEVATION - FRONT FACING EAST R0.02 1/8" = 1'-0" 6 FUEL CANOPY ELEVATION - LEFT SIDE FACING SOUTH R0.02 EXTERIOR MATERIALS SCHEDULE NO.(NOT ALL MATERIALS IN SCHEDULE ARE USED) MATERIALMANUFACTURERCOLOR C-1 PREFINISHED ALUMINUM CANOPY AWNING WORKS/THOMPS ON AWNING BRONZE BAKED ENAMEL CS-1 CHOPPED STONEELDORADO STONE ASHLAR PATTERN MR-1MEMBRANE ROOFINGDUROLASTWHITE P-3 EXTERIOR HM DOORS, FRAMES, TRASH ENCLOSURE GATE, GRAVEL GUARDS, AND LIGHT POLES SHERWIN WILLIAMS SEAL SKIN SW 7675 P-6 EXTERIOR BOLLARDSSHERWIN WILLIAMS SEAL SKIN SW 7675 S-1 ALUMINUM STOREFRONT GLAZING, CAP FLASHING KAWNEER/DURO- LAST DARK BRONZE ST-1 PAINTED STUCCOSHERWIN WILLIAMS BALANCED BEIGE SW 7037 ST-3 ELASTOMERIC ACRYLIC FINISH/RUBBER STUCCO FINISH STUC-O-FLEXMATCH AESTHETIC WHITE SW 7035 CS-1 CHOPPED STONE EL DORADO STONE ASHLAR PATTERN SPECIAL USE PERMT NOTES: • BULDING DESIGN CATEGORY: COMMERCIAL • TOTAL BUILDING FACADE AREA WITH WINDOWS AND GLASS DOORS: 2068.88 SF Approved By: Emily DelgadoPlanning & Community Development 8:31 am, 04/08/2019