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Item 13 PlansS o u t h r i d g e L a k e s P h a s e I I C a b . A , S l d . 4 6 7 P . R . T . C . T . B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E E X . F I R E H Y D R A N T EX. CURBINLET 91569617121818 1 2 6 7 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WA T E R E A S E M E N T C.C.F. N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. ∆∆ E X . F I R E H Y D R A N T EX. FIREHYDRANT PROPOSED FIREHYDRANT E X . S S M H EX. CONCRET E DRIVECORPORATE CIR.50' ROW25'25' 5 ' T Y P E " A " L A N D S C A P E B U F F E R 5' TYPE "A"LANDSCAPE BUFFER 5' TYPE "A"LANDSCAPE BUFFER 10' TYPE "F1" LANDSCAPEBUFFER WITH 8'ORNAMENTAL METAL FENCE5' TYPE "A"LANDSCAPE BUFFER19,350 SFMEDICAL CENTERMAX. HEIGHT 32'-6"(2 STORIES)1.333 ACRES52,678 SF 18'18'24'18' 2 4 ' 9' 9 ' 5 ' 9 ' 9 ' 9 ' 5 ' 13211 70'140'18'24'9'9'4'9'9'9'9'18'9'18'9'18'18'24'18'18'24' 1 8 ' 24'9'9' 9 ' 18'24'9'9'18'24'LOT 13, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.LOT 3R, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T.LOT 12, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICE BLOCK 3SOUTHRIDGE LAKES, PHASE 1CAB. A, SLIDE 263CAB. A, SLIDE 321CAB. A, SLIDE 468P.R.T.C.T.LOT 25 L O T 2 4 LOT 26 L O T 3 R , B L O C K 6 S O U T H R I D G E L A K E S , P H A S E C - 1 C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . E X I S T I N G C H U R C H LOT 5, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1EXISTING BANK 11 22 2 3 33144 42444 5 555 7 6 6 6666 6 668 8 8 8 E X . S T O R M H E A D W A L L E X . C U R B I N L E T E X . D U M P S T E R E N C L O S U R E E X . D U M P S T E R E N C L O S U R E R20'R20' R 2 0 ' R20'R15'R30'R30'R10'R10'R10'R10'R10' R 1 0 ' EricH. Schmidt, LLCZoned:C3L.U.D.= Office CommercialLOT 7, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICESouthlake Chamber ofCommerceZoned:C3L.U.D.= Office CommercialEECUZoned:C3L.U.D.= Retail Commercial S o u t h l a k e B l v d . P r e s b y t e r i a n C h u r c h Z o n e d : C S L . U . D . = O f f i c e C o m m e r c i a l C A R O L E C O F F E Y Z o n e d : S F 2 0 A 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 N.B and Lucretia WallaceZoned:SF20AL.U.D.= Medium DensityResidential Mark and Lisa NelsonZoned:SF20AL.U.D.= Medium DensityResidential E X . C O N C R E T E D R I V E EX. CONCRETE DRIVE EX. CONCRETEDRIVEEX. CONCRETE EX. CONCRETEEX. CONCRETE EX. MONUMENTSIGN35.31'40.18'ENTRY WAY ENTRYWAY 120.54'59 . 1 2 ' CONCRETECONCRETE CONCRETECONCRETE CONCRETE CONCRETECONCRETECONCRETECONCRETECONCRETECONCR E T E 5 ' T Y P E " A " L A N D S C A P E B U F F E R P R O P O S E D S S M H 25' BUILDING LINE15' BUILDING LINE 10' BUILDING LINE 15' BUILDING LINE LOADING ZONE10'50'EXISTI N G 6 ' WOOD FE N C E EXISTING 6'ORNAMENTALMETAL FENCE EXISTING 6'ORNAMENTALMETAL FENCE 1 0 ' D . & U . E . C A B A S L D . 4 6 7 P . R . T . C . T . 1 0 ' D . & U . E . C A B . A S L D . 2 6 4 P . R . T . C . T . 1 5 ' U t i l i t y E a s e m e n t D r a i n a g e & U t i l i t y E a s e m e n t PROPOSEDRISER ROOMAND FDC30.5' R 3 0 ' R 5 4 ' EXISTINGFIRE LANE E X I S T I N G F I R E L A N E EXISTING FIRE LANE PROPOSED150' X 24'FIRE LANE DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 4 / 3 0 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 S P - 1 SITE PLAN S I T E D A T A T A B L E A N T I C I P A T E D S C H E D U L E O F D E V E L O P E M E N T S T A R T C O N S T R U C T I O N O C T O B E R 2 0 1 8 E N D C O N S T R U C T I O N A P R I L 2 0 1 9 P R O P E R T Y D A T A E X I S T I N G Z O N I N G C 3 A N D C S E X I S T I N G L . U . D . O F F I C E C O M M E R C I A L N U M B E R O F P R O P O S E D L O T S 1 A R E A O F L O T 1 3 , B L O C K 6 1 . 2 0 9 A C = 5 2 , 6 7 8 S F P E R C E N T A G E O F S I T E C O V E R A G E ( B Y B L D G ) 9 , 8 0 0 S F / 5 8 , 0 7 7 S F = 1 6 . 9 % A R E A O F O P E N S P A C E 1 9 , 7 1 4 S F = 3 3 . 9 % O U T S I D E S T O R A G E 0 % T O T A L B U I L D I N G F O O T P R I N T A R E A 9 , 8 0 0 S F S Q U A R E F O O T A G E B Y U S E 1 9 , 3 5 0 S F ( M E D I C A L U S E ) T O T A L F L O O R A R E A 1 9 , 3 5 0 S F F L O O R A R E A R A T I O 0 . 3 3 3 : 1 P A R K I N G S P A C E S R E Q U I R E D 8 S P A C E S F O R 1 s t 1 , 0 0 0 S F + 1 S P A C E P E R 1 5 0 S F 1 3 1 S P A C E S R E Q U I R E D P A R K I N G S P A C E S P R O V I D E D 6 2 ( 6 A D A ) - O N S I T E 7 3 - O F F S I T E W I T H S H A R E D P A R K I N G A G R E E M E N T 1 3 5 S P A C E S T O T A L I M P E R V I O U S C O V E R A G E 3 2 , 6 6 5 S F = 6 6 . 1 % M A X I M U M B U I L D I N G H E I G H T A L L O W E D B Y Z O N I N G ( 3 5 ' ) A C T U A L B U I L D I N G H E I G H T ( 3 2 ' - 6 " ) C O N S T R U C T I O N S C H E D U L E H A N D I C A P R A M P S H A N D I C A P S Y M B O L P A V E M E N T S T R I P I N G H A N D I C A P S I G N P R I V A T E C O N C R E T E S I D E W A L K 4 " P A R K I N G S T A L L S T R I P I N G C O L O R : W H I T E ( T Y P ) D U M P S T E R W I T H E N C L O S U R E W I T H 8 ' M A S O N R Y W A L L T O M A T C H B U I L D I N G . ( R E F E R T O A R C H P L A N S F O R D E T A I L S ) 1 2 3 4 5 6 7 8 E N G I N E E R A R C H I T E C T O W N E R M A D O N E , L L C 1 2 0 1 H A L L J O H N S O N R D . C O L L E Y V I L L E , T X 7 6 0 3 4 P H : E M A I L : 1 9 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 B E D F O R D , T E X A S 7 6 0 2 1 P H : 8 1 7 . 2 8 1 . 0 5 7 2 F A X : 8 1 7 . 2 8 1 . 0 5 7 4 C O N T A C T : M A T T M O O R E , P E E M A I L : M A T T @ C L A Y M O O R E E N G . C O M U R B A N B O B C A T A R C H I T E C T S , P C 9 1 6 B R Y A N A V E . S U I T E 1 0 4 F O R T W O R T H , T X 7 6 1 0 4 P H : 8 1 7 . 6 0 2 . 9 1 2 9 C O N T A C T : M A T T G R E E N E M A I L : M A T T @ U R B A N B O B C A T . C O M L E G E N D H E A V Y D U T Y C O N C R E T E P A V E M E N T L I G H T D U T Y C O N C R E T E P A V E M E N T C O N C R E T E S I D E W A L K P R O P O S E D C O N C R E T E C U R B A N D G U T T E R E X I S T I N G F I R E L A N E S T R I P I N G D U M P S T E R A R E A C O N C R E T E P A V E M E N T P A R K I N G C O U N T 1 0 B U F F E R Y A R D L A N D S C A P E A R E A P A R K I N G L O T L A N D S C A P E 5 6 S P A C E S P A R K I N G B E T W E E N B U I D L I N G A N D R . O . W . 1 , 1 2 0 S F 1 , 5 2 8 S F P R O V I D E D 1 7 S P A C E S 3 0 % R E Q U I R E D P R O V I D E D A R E A O F A P O R T I O N O F L O T 3 R , B L O C K 6 0 . 1 2 4 A C = 5 , 3 9 9 S F T O T A L S I T E A R E A 1 . 3 3 3 A C = 5 8 , 0 7 7 S F N . T . S . V I C I N I T Y M A P S I T E F M 1 7 0 9 - S O U T H L A K E B L V D C O R P O R A T E C I R S. PAYTONVILLE AVE. N. PAYTONVILLE AVE. KILLDEER CT. KILLDEER TR. W A T E R L I L L Y E G R E T L N . W I L D R O S E W A Y STARLING CT. DONLEY CT. PEC O S D R . P E C O S D R . SOUTHRIDGE LAKES PKWY. C A R R O L L S E N I O R H I G H S C H O O L M A Y F A I R W A T E R F O R D N O R M A N D Y S A N J A C I N T O G R E G G 5 ' P U B L I C C O N C R E T E S I D E W A L K C O U N T Y S U R V E Y : A B S T R A C T N O . T A R R A N T A , A , F R E E M A N 5 2 2 C I T Y : S T A T E : S O U T L A K E T E X A S L E G A L D E S C R I P T I O N : L O T 1 3 , B L O C K 6 S O U T H R I D G E L A K E S P H A S E C - 1 1 . 3 3 3 A C R E S - 5 2 , 6 7 8 S F S I T E P L A N G I G G L E S D E N T A L P R O P O S E D Z O N I N G S P - 1 w i t h O - 1 B A S E P O R T I O N O F L O T 3 R T O B E P U R C H A S E D A N D P L A T T E D I N T O L O T 1 3 Z A 1 8 - 0 0 0 5 N O T E S : 1 . A L L D I M E N S I O N S A R E T O F A C E O F C U R B O R E D G E O F P A V E M E N T U N L E S S O T H E R W I S E N O T E D O N T H E P L A N . 2 . A L L P R O P O S E D L I G H T I N G S H A L L C O M P L Y W I T H T H E L I G N T I N G O R D I N A N C E N O . 6 9 3 A S A M E N D E D W I T H R E G A R D T O T Y P E O F L I G H T I N G , I N T E N S I T Y , G L A R E A N D S P I L L - O V E R . P R O P O S E D E N T R Y / E X I T L O C A T I O N S O N B U I L D I N G L A N D S C A P E C A L C U L A T I O N S B u i l d i n g F l o o r A r e a 9 , 8 0 0 S F C i t y o f S o u t h l a k e , T e x a s 4 , 9 0 0 S F 2 5 , 9 3 7 S F P a r k i n g L o t L a n d s c a p e P R O V I D E D R E Q U I R E D 3 9 % p a r k i n g b e t w e e n b l d g . a n d R . O . W . 1 3 5 t o t a l s p a c e s 1 , 0 6 0 s f 5 , 2 5 6 s f 8 3 % 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 R e q u i r e d o r P r o v i d e d L a n d s c a p e A r e a ( S q . f t . ) % o f a r e a i n f r o n t o r s i d e C a n o p y T r e e s A c c e n t T r e e s S h r u b s G r o u n d C o v e r ( S q . F t . ) S e a s o n a l C o l o r R e q u i r e d P r o v i d e d 7 5 % 1 0 2 0 1 2 3 7 6 2 S F 7 3 5 S F 1 0 8 S F 9 8 S F 5 3 s p a c e s 2 n e w + 2 0 1 7 4 C 3 Z o n i n g 5 0 % i n t e r i o r l a n d a r e a r e q u i r e d 1 p e r 5 0 0 1 p e r 2 5 0 1 p e r 4 0 1 5 % 2 % 2 0 S F p e r s t a l l 8 e x i s t 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 L O C A T I O N R E Q U I R E D / P R O V I D E D L E N G T H B U F F E R Y A R D W I D T H - T Y P E C A N O P Y T R E E S A C C E N T T R E E S S H R U B S F E N C E / S C R E E N I N G N O R T H R E Q U I R E D 2 0 0 ' 1 0 ' - F 1 6 1 2 1 6 8 f t . f e n c e P R O V I D E D 2 0 0 ' 1 0 ' - F 1 1 1 e x . t r e e s 0 1 6 8 f t . f e n c e E A S T R E Q U I R E D 4 6 4 ' 5 ' - A 4 8 3 0 N A P R O V I D E D 3 7 1 ' 5 ' - A 0 1 6 3 0 N A S O U T H R E Q U I R E D 1 9 9 ' 5 ' - A 2 4 1 6 N A P R O V I D E D 1 9 9 ' 5 ' - A 2 4 1 6 N A W E S T R E Q U I R E D 4 9 7 ' 5 ' - A 4 8 3 2 H 1 - H e d g e r o w P R O V I D E D 3 9 1 ' 5 ' - A 2 1 2 3 9 H 1 - H e d g e r o w T O T A L S . . . N o t e : t h e w i d t h o f d r a i n a g e e a s e m e n t a n d a c c e s s d r i v e w a s d e d u c t e d f r o m t h e l e n g t h o f t h e b u f f e r y a r d a . a a a a b . N o t e : u t i l i t y e a s m e n t i n b u f f e r y a r d N O T E : T H E R E Q U I R E D S H A R E D T Y P E A B U F F E R Y A R D P L A N T I N G S F O R T H E P O R T I O N O F L O T 3 R ( A D J A C E N T T O T H E E X I S T I N G S H A R E D D R I V E A I S L E ) S H A L L B E L O C A T E D I N A N A L T E R N A T E L O C A T I O N W I T H I N T H E B O U N D A R I E S O F L O T 3 R . S H A R E D T Y P E A B U F F E R Y A R D - 2 C A N O P Y T R E E S , 4 A C C E N T T R E E S , 1 6 S H R U B S BRICKTRASHENCLOSUREBRICKTRASHENCLOSURE 1/2" CIRF1/2" CIRF 1/2" CIRFCORPORATE CIRCLE37' CONCRETE50' R.O.W. PER PLAT 0.5' OVERA.A. FREEMAN SURVEY,ABSTRACT NO. 522TBM1 - CIRSZ=665.04TBM2 - "X CUT" SETZ=666.03EX. BUILDINGFF=670.75 TBM3 - "X CUT" SETZ=668.09 1/2" CIRF"AREA" 5/8" IRF1/2"CIRF"EAGLE SURVEYING" "X" CUTSET1/2"CIRF"AREA LAND SURVEYING"1/2"IRF "X" CUTFOUND CIRSCURVEARC LENGTHRADIUSDELTA ANGLECHORD BEARINGCHORD LENGTHC127.48'75.00'20°59'25"N 11°38'20" W27.32'30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINE30.0' BRICKTRASHENCLOSUREBRICKTRASHENCLOSURE S.H. 114FRONTAGEROAD NOLEN DRIVEN.00°20'14"W. 137.45'N.89°39'46"E. 113.22' S.76°57'38"E. 184.77'N.89°39'46"E.6.26'N.19°33'13"E.25.50'N.00°20'14"W.117.73'S.79°57'58"E. 185.90'S.08°13'02"E. 260.23'S.01°27'06"E.45.21'S.89°39'46"W.58.29'N.00°20'14"W.14.50'S.89°38'46"W. 205.17'S.00°20'14"E.18.96' S.89°39'48"W. 244.00'N.00°20'14"W.4.25'S.89°39'48"W. 40.50' Δ= 19°53'25"R = 200.00'A = 69.43'CB = N 09°36'28" EΔ= 9°34'47"R = 200.00'A = 33.44'CB = N 14°45'44" E 10' UTILITY EASEMENTCAB. A, SL. 10467 12' ACCESS ESMT.CAB. A, SL. 81035' SANITARY SEWER ESMT.CAB. A, SL. 8103 15' DRAINAGE ESMT.CAB. A, SL. 8103 5' SANITARY SEWER ESMT.Cab.A, Sl. 10467 10' WATER ESMT.CAB. A, SL. 10467 30' UTILITY EASEMENTCAB. "A", SLIDE 5365TXDOTDRAINAGE EASEMENTVOL.12912, PG. 005 30' UTILITY EASEMENTVOL. 14257, PG. 135 30' UTILITY EASEMENTVOL. 14257, PG. 13534' TEMPORARYCONSTRUCTION EASEMENTVOL. 14257, PG. 135 10' WATER ESMT.CAB. A, SL. 810315' DRAINAGE ESMT.CAB. A, SL. 8103 34' TEMPORARY CONSTRUCTION EASEMENTVOL. 14257, PG. 135 10' UTILITY EASEMENTCAB. A, SL. 10467 & 10468 12' ACCESS ESMT.Cab.A, Sl. 10467 10' WATER ESMT.Cab.A, Sl. 1046710' WATER ESMT.Cab.A, Sl. 1046710' UTILITY ESMT.Cab.A, Sl. 10467 10' UTILITY ESMT.Cab.A, Sl. 1046710' UTILITY ESMT.Cab.A, Sl. 10467VARIABLE WIDTHDRAINAGE ESMT.CAB.A, SL. 10467 Lot 3, Block 1Gateway Plaza AdditionCabinet A, Slide 5365(PRTCT) Lot 2, Block 2Gateway Plaza Phase IICabinet A, Slide 10467(PRTCT)2.388 ACRES104,023 SF Lot 1, Block 2Gateway PlazaCabinet A, Slide 8103(PRTCT)EXISTING RESTAURANT Lot 8, Block 2Gateway Plaza Phase IICabinet A, Slide 10467(PRTCT)EXISTING 24 - HOUR FITNESS Lot 2, Block 2Gateway PlazaCabinet A, Slide 8103(PRTCT) 12345824575,800 SFMEDICALCENTER50' BUILDING LINE 30' BUILDING LINE 492 138105 910 545 4621 17 18'18'24'9'9'18'24'9'18'18'24'9'9'18'R10'R10'R10'R3'R3'92.67'86.83'52.6'PROPOSEDRETAINING WALL PROPOSEDRETAINING WALLPROPOSEDRETAINING WALL6'5'6.09' EX. FIREHYDRANT EX. FIREHYDRANT24' FIRE LANE 28' FIRE LANE 24' FIRE LANE24' FIRE LANE R8' EX. SSMH EX. SSMH EX. SSMH EX. PARKINGEX. PARKINGEX. PARKINGEX. PARKING EX. PARKING EX. PARKINGEX. PARKING EX. PARKING EX. PARKING EX. TRANSFORMER EX. CURBINLET EX. CURBINLET EX. GRATEINLET EX. LIGHTPOLEEX. LIGHTPOLEEX. CURBINLETEX. SSMHEX. CURBINLET EX. CONCRETE DRIVE EX. CONCRETE DRIVE EX. CONCRETEEX. CONCRETE DRIVEEX. DRAINAGEFLUMEEX. RETAININGWALL EX. LANDSCAPE ISLAND EX. LANDSCAPE ISLANDEX. LANDSCAPEISLANDEX. LANDSCAPEISLANDEX. LANDSCAPEISLAND EX. LANDSCAPEISLANDEX. LANDSCAPEISLANDEX. WATERMETERS 25' TYPE "J"LANDSCAPE BUFFER10' TYPE "A"LANDSCAPE BUFFER 10' TYPE "B"LANDSCAPE BUFFER 130.3'108.15' EX. CONCRETE EX. CONCRETE70' ROW±58'70' ROW ROW VARIES±50' 31.22'111.92'R30'R30' Costco Wholesale Corp.Zoned: SP-2L.U.D.= Regional Retail Wyndham Properties, Ltd.Zoned: SP-2L.U.D.= Regional Retail Wyndham Properties, Ltd.Zoned: SP-2L.U.D.= Regional Retail Fernicola Delaware, LLC.Zoned: SP-2L.U.D.= Regional Retail 37.48'87.89'75.5'5'81.5'55.49'DRIVE99.07'103.15'PROPOSED 15'DRAINAGE ESMT.PROPOSED 10'WATER ESMT.12.34'R20'R64'R40'R7'R30' 1218181267 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 20' UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T. 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.15' UTILITY EASEMENTCAB. A, SLD. 2199P.R.T.C.T. 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 20' UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.EX. FIREHYDRANT EX. FIREHYDRANT PROPOSED FIREHYDRANT EX. SSMHEX. CONCRETEDRIVE CORPORATE CIR.50' ROW25'25'5' TYPE "A"LANDSCAPE BUFFER 5' TYPE "A"LANDSCAPE BUFFER 10' TYPE "F1"LANDSCAPE BUFFER19,350 SFMEDICAL CENTER(2 STORIES)2.177 ACRES94,843 SF 118'9'18'18'24'18'18'24'18' 24'9'9'9'18'24'9'9'18'24'LOT 13, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.LOT 3R, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T. LOT 12, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICE BLOCK 3SOUTHRIDGE LAKES, PHASE 1CAB. A, SLIDE 263CAB. A, SLIDE 321CAB. A, SLIDE 468P.R.T.C.T.LOT 25LOT 24 LOT 26 LOT 3R, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T. LOT 5, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1EXISTING BANK 1666666888 EX. STORMHEADWALLEX. CURBINLETEX. DUMPSTERENCLOSUREEX. DUMPSTERENCLOSURE R30'R30'R10'R10'R10'R10'R10'R10' LOT 7, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICE Southlake Blvd. PresbyterianChurchZoned:CSL.U.D.= Office CommercialEX. CONCRETEDRIVEEX. CONCRETEDRIVE EX. CONCRETEDRIVEEX. CONCRETEEX. CONCRETE 24' FIRE LANEEX. MONUMENTSIGN35.31'40.18'CONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETE5' TYPE "A"LANDSCAPE BUFFER488811127104218 8710966EXISTING CHURCH10,548 SFBRICK BUILDING(1 STORY)EXISTING CHURCH10,880 SFBRICK BUILDING(2 STORIES)SOUTHLAKE BLVD. EX. FIREHYDRANT24' Common Access & UtilityEasementCab. A, Sld. 657 P.R.T.C.T.being revised byCab. A, Sld. 5840, P.R.T.C.T. 15' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T. 15' UTILITYEASEMENT5' TYPE "A"LANDSCAPE BUFFER 20' TYPE "O"LANDSCAPE BUFFER 10' TYPE "B" LANDSCAPEBUFFER 10' TYPE "B" LANDSCAPEBUFFER 10' TYPE "B" LANDSCAPEBUFFER 5' TYPE "A"LANDSCAPE BUFFER LOT 22LOT 21LOT 20 LOT 19LOT 18 Southridge LakesPhase IICab. A, Sld. 467P.R.T.C.T. RemainderLot 2Block 6Southridge LakesPhase C-1Cab. A, Sld. 657P.R.T.C.T. 130' ROW 6.016 ACRES PLANTINGS FOR THE REQUIRED 5' TYPE "A" LANDSCAPEBUFFER ALONG THIS SECTION SHALL BE LOCATED IN ANALTERNATE LOCATION BRICKTRASHENCLOSUREBRICKTRASHENCLOSURE 1/2" CIRF1/2" CIRF 1/2" CIRFCORPORATE CIRCLE37' CONCRETE50' R.O.W. PER PLAT 0.5' OVERA.A. FREEMAN SURVEY,ABSTRACT NO. 522TBM1 - CIRSZ=665.04TBM2 - "X CUT" SETZ=666.03EX. BUILDINGFF=670.75 TBM3 - "X CUT" SETZ=668.09 1/2" CIRF"AREA" 5/8" IRF1/2"CIRF"EAGLE SURVEYING" "X" CUTSET1/2"CIRF"AREA LAND SURVEYING"1/2"IRF "X" CUTFOUND CIRSCURVEARC LENGTHRADIUSDELTA ANGLECHORD BEARINGCHORD LENGTHC127.48'75.00'20°59'25"N 11°38'20" W27.32'30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINE30.0' BRICKTRASHENCLOSUREBRICKTRASHENCLOSURE S.H. 114FRONTAGEROAD NOLEN DRIVEN.00°20'14"W. 137.45'N.89°39'46"E. 113.22' S.76°57'38"E. 184.77'N.89°39'46"E.6.26'N.19°33'13"E.25.50'N.00°20'14"W.117.73'S.79°57'58"E. 185.90'S.08°13'02"E. 260.23'S.01°27'06"E.45.21'S.89°39'46"W.58.29'N.00°20'14"W.14.50'S.89°38'46"W. 205.17'S.00°20'14"E.18.96' S.89°39'48"W. 244.00'N.00°20'14"W.4.25'S.89°39'48"W. 40.50' Δ= 19°53'25"R = 200.00'A = 69.43'CB = N 09°36'28" EΔ= 9°34'47"R = 200.00'A = 33.44'CB = N 14°45'44" E 10' UTILITY EASEMENTCAB. A, SL. 10467 12' ACCESS ESMT.CAB. A, SL. 81035' SANITARY SEWER ESMT.CAB. A, SL. 8103 15' DRAINAGE ESMT.CAB. A, SL. 8103 5' SANITARY SEWER ESMT.Cab.A, Sl. 10467 10' WATER ESMT.CAB. A, SL. 10467 30' UTILITY EASEMENTCAB. "A", SLIDE 5365TXDOTDRAINAGE EASEMENTVOL.12912, PG. 005 30' UTILITY EASEMENTVOL. 14257, PG. 135 30' UTILITY EASEMENTVOL. 14257, PG. 13534' TEMPORARYCONSTRUCTION EASEMENTVOL. 14257, PG. 135 10' WATER ESMT.CAB. A, SL. 810315' DRAINAGE ESMT.CAB. A, SL. 8103 34' TEMPORARY CONSTRUCTION EASEMENTVOL. 14257, PG. 135 10' UTILITY EASEMENTCAB. A, SL. 10467 & 10468 12' ACCESS ESMT.Cab.A, Sl. 10467 10' WATER ESMT.Cab.A, Sl. 1046710' WATER ESMT.Cab.A, Sl. 1046710' UTILITY ESMT.Cab.A, Sl. 10467 10' UTILITY ESMT.Cab.A, Sl. 1046710' UTILITY ESMT.Cab.A, Sl. 10467VARIABLE WIDTHDRAINAGE ESMT.CAB.A, SL. 10467Lot 3, Block 1Gateway Plaza AdditionCabinet A, Slide 5365(PRTCT) Lot 2, Block 2Gateway Plaza Phase IICabinet A, Slide 10467(PRTCT)2.388 ACRES104,023 SF Lot 1, Block 2Gateway PlazaCabinet A, Slide 8103(PRTCT)EXISTING RESTAURANT Lot 8, Block 2Gateway Plaza Phase IICabinet A, Slide 10467(PRTCT)EXISTING 24 - HOUR FITNESS Lot 2, Block 2Gateway PlazaCabinet A, Slide 8103(PRTCT) 12345824575,800 SFMEDICALCENTER50' BUILDING LINE 30' BUILDING LINE 492 138105 910 545 4621 1718'18'24'9'9'18'24'9'18'18'24'9'9'18'R10'R10'R10'R3'R3'92.67'86.83'52.6'PROPOSEDRETAINING WALL PROPOSEDRETAINING WALLPROPOSEDRETAINING WALL6'5'6.09' EX. FIREHYDRANT EX. FIREHYDRANT24' FIRE LANE 28' FIRE LANE 24' FIRE LANE24' FIRE LANER8' EX. SSMH EX. SSMH EX. SSMH EX. PARKINGEX. PARKINGEX. PARKINGEX. PARKING EX. PARKINGEX. PARKINGEX. PARKING EX. PARKING EX. PARKING EX. TRANSFORMER EX. CURBINLET EX. CURBINLET EX. GRATEINLETEX. LIGHTPOLE EX. LIGHTPOLEEX. CURBINLETEX. SSMHEX. CURBINLET EX. CONCRETE DRIVE EX. CONCRETE DRIVEEX. CONCRETEEX. CONCRETE DRIVEEX. DRAINAGEFLUMEEX. RETAININGWALL EX. LANDSCAPE ISLAND EX. LANDSCAPE ISLANDEX. LANDSCAPEISLANDEX. LANDSCAPEISLANDEX. LANDSCAPEISLAND EX. LANDSCAPEISLANDEX. LANDSCAPEISLANDEX. WATERMETERS 25' TYPE "J"LANDSCAPE BUFFER10' TYPE "A"LANDSCAPE BUFFER 10' TYPE "B"LANDSCAPE BUFFER 130.3'108.15' EX. CONCRETE EX. CONCRETE70' ROW±58'70' ROW ROW VARIES±50' 31.22'111.92'R30'R30' Costco Wholesale Corp.Zoned: SP-2L.U.D.= Regional Retail Wyndham Properties, Ltd.Zoned: SP-2L.U.D.= Regional Retail Wyndham Properties, Ltd.Zoned: SP-2L.U.D.= Regional Retail Fernicola Delaware, LLC.Zoned: SP-2L.U.D.= Regional Retail 37.48'87.89'75.5'5'81.5'55.49'DRIVE99.07'103.15'PROPOSED 15'DRAINAGE ESMT.PROPOSED 10'WATER ESMT.12.34'R20'R64'R40'R7'R30' 1218181267 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 20' UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T. 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.15' UTILITY EASEMENTCAB. A, SLD. 2199P.R.T.C.T. 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 20' UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.EX. FIREHYDRANT EX. FIREHYDRANT PROPOSED FIREHYDRANT EX. SSMHEX. CONCRETEDRIVE CORPORATE CIR.50' ROW25'25'5' TYPE "A"LANDSCAPE BUFFER 5' TYPE "A"LANDSCAPE BUFFER 10' TYPE "F1"LANDSCAPE BUFFER19,350 SFMEDICAL CENTER(2 STORIES)2.177 ACRES94,843 SF 118'9'18'18'24'18'18'24'18' 24'9'9'9'18'24'9'9'18'24'LOT 13, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.LOT 3R, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T. LOT 12, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICE BLOCK 3SOUTHRIDGE LAKES, PHASE 1CAB. A, SLIDE 263CAB. A, SLIDE 321CAB. A, SLIDE 468P.R.T.C.T.LOT 25LOT 24 LOT 26 LOT 3R, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T. LOT 5, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1EXISTING BANK1666666888 EX. STORMHEADWALLEX. CURBINLETEX. DUMPSTERENCLOSUREEX. DUMPSTERENCLOSURE R30'R30'R10'R10'R10'R10'R10'R10' LOT 7, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICE Southlake Blvd. PresbyterianChurchZoned:CSL.U.D.= Office CommercialEX. CONCRETEDRIVEEX. CONCRETEDRIVE EX. CONCRETEDRIVEEX. CONCRETEEX. CONCRETE 24' FIRE LANEEX. MONUMENTSIGN35.31'40.18'CONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETE5' TYPE "A"LANDSCAPE BUFFER488811127104218 8710966EXISTING CHURCH10,548 SFBRICK BUILDING(1 STORY)EXISTING CHURCH10,880 SFBRICK BUILDING(2 STORIES)SOUTHLAKE BLVD. EX. FIREHYDRANT24' Common Access & UtilityEasementCab. A, Sld. 657 P.R.T.C.T.being revised byCab. A, Sld. 5840, P.R.T.C.T. 15' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T. 15' UTILITYEASEMENT5' TYPE "A"LANDSCAPE BUFFER 20' TYPE "O"LANDSCAPE BUFFER 10' TYPE "B" LANDSCAPEBUFFER 10' TYPE "B" LANDSCAPEBUFFER 10' TYPE "B" LANDSCAPEBUFFER 5' TYPE "A"LANDSCAPE BUFFER LOT 22LOT 21LOT 20 LOT 19LOT 18 Southridge LakesPhase IICab. A, Sld. 467P.R.T.C.T. RemainderLot 2Block 6Southridge LakesPhase C-1Cab. A, Sld. 657P.R.T.C.T. 130' ROW 6.016 ACRES PLANTINGS FOR THE REQUIRED 5' TYPE "A" LANDSCAPEBUFFER ALONG THIS SECTION SHALL BE LOCATED IN ANALTERNATE LOCATION BR I C K TR A S H ENCL O S U R E BRI C K TR A S H ENCL O S U R E E X . F I R E H Y D R A N T EX. CURBINLET1218181267 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T.20' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.15' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T.20 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. E X . F I R E H Y D R A N T EX. FIREHYDRANT PROPOSED FIREHYDRANT EX. SSMHEX. CONCRETEDRIVECORPORATE CIR.50' ROW25'25'5' TYPE "A"LANDSCAPE BUFFER 5' TYPE "A"LANDSCAPE BUFFER 10' TYPE "F1"LANDSCAPE BUFFER19,350 SFMEDICAL CENTER(2 STORIES)2.177 ACRES94,843 SF118'9'18'18'24'18'18'24'18'24'9'9'9'18'24'9'9'18'24'LOT 13, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.LOT 3R, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T.LOT 12, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICE BLOCK 3SOUTHRIDGE LAKES, PHASE 1CAB. A, SLIDE 263CAB. A, SLIDE 321CAB. A, SLIDE 468P.R.T.C.T.LOT 25 LOT 24 LOT 26 L O T 3 R , B L O C K 6 S O U T H R I D G E L A K E S , P H A S E C - 1 C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . LOT 5, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1EXISTING BANK 166 6666888 EX. S T O R M HEAD W A L L E X . C U R B I N L E T E X . D U M P S T E R E N C L O S U R E E X . D U M P S T E R E N C L O S U R E R30'R30'R10'R10'R10'R10'R10'R10'LOT 7, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.EXISTING OFFICE S o u t h l a k e B l v d . P r e s b y t e r i a n C h u r c h Z o n e d : C S L . U . D . = O f f i c e C o m m e r c i a l E X . C O N C R E T E D R I V E EX. CONCRETE DRIVE EX. CONCRETEDRIVEEX. CONCRETEEX. CONCRETE 24' FIRE LANEEX. MONUMENTSIGN35.31'40.18'CONCRETECONCRETE CONCRETECONCRETECONCRETECONCRETECONCRETE 5 ' T Y P E " A " L A N D S C A P E B U F F E R 4 8 8 8 1 1 1 2 7 1 0 4 2 1 8 8 7 1 0 9 6 6 E X I S T I N G C H U R C H 1 0 , 5 4 8 S F B R I C K B U I L D I N G ( 1 S T O R Y ) E X I S T I N G C H U R C H 1 0 , 8 8 0 S F B R I C K B U I L D I N G ( 2 S T O R I E S ) S O U T H L A K E B L V D . E X . F I R E H Y D R A N T 2 4 ' C o m m o n A c c e s s & U t i l i t y E a s e m e n t C a b . A , S l d . 6 5 7 P . R . T . C . T . b e i n g r e v i s e d b y C a b . A , S l d . 5 8 4 0 , P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T 5' TYPE "A"LANDSCAPE BUFFER 2 0 ' T Y P E " O " L A N D S C A P E B U F F E R 1 0 ' T Y P E " B " L A N D S C A P E B U F F E R 1 0 ' T Y P E " B " L A N D S C A P E B U F F E R 1 0 ' T Y P E " B " L A N D S C A P E B U F F E R 5 ' T Y P E " A " L A N D S C A P E B U F F E R L O T 2 2 L O T 2 1 L O T 2 0 L O T 1 9 L O T 1 8 S o u t h r i d g e L a k e s P h a s e I I C a b . A , S l d . 4 6 7 P . R . T . C . T . R e m a i n d e r L o t 2 B l o c k 6 S o u t h r i d g e L a k e s P h a s e C - 1 C a b . A , S l d . 6 5 7 P . R . T . C . T . 1 3 0 ' R O W 6 . 0 1 6 A C R E S PLANTINGS FOR THE REQUIRED 5'TYPE "A" LANDSCAPE BUFFER ALONGTHIS SECTION SHALL BE LOCATED INAN ALTERNATE LOCATION DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 4 / 1 7 / 2 0 1 8 SOUTHLAKE BOULEVARD PRESBYTERIAN CHURCH LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS 0 G R A P H I C S C A L E 1 i n c h = f t . 4 0 4 0 8 0 4 0 2 0 S P - 2 SITE PLAN S I T E D A T A T A B L E A N T I C I P A T E D S C H E D U L E O F D E V E L O P E M E N T S T A R T C O N S T R U C T I O N O C T O B E R 2 0 1 8 E N D C O N S T R U C T I O N A P R I L 2 0 1 9 P R O P E R T Y D A T A E X I S T I N G Z O N I N G C S E X I S T I N G L . U . D . O F F I C E C O M M E R C I A L A N D R E T A I L C O M M E R C I A L N U M B E R O F P R O P O S E D L O T S 1 P E R C E N T A G E O F S I T E C O V E R A G E ( B Y B L D G ) 2 2 , 7 1 5 S F / 2 6 2 , 0 6 8 S F = 8 . 7 % A R E A O F O P E N S P A C E 1 3 2 , 7 4 1 S F = 5 0 . 7 % O U T S I D E S T O R A G E 0 % T O T A L B U I L D I N G F O O T P R I N T A R E A 2 2 , 7 1 5 S F S Q U A R E F O O T A G E B Y U S E 2 1 , 4 2 8 S F ( C H U R C H ) T O T A L F L O O R A R E A 2 1 , 4 2 8 S F F L O O R A R E A R A T I O 0 . 0 8 2 : 1 P A R K I N G S P A C E S R E Q U I R E D 1 S P A C E S P E R 3 S E A T S 3 8 4 S E A T S P R O V I D E D 1 2 8 S P A C E S R E Q U I R E D P A R K I N G S P A C E S P R O V I D E D 2 1 1 ( 5 A D A ) I M P E R V I O U S C O V E R A G E 1 2 9 , 3 2 7 S F = 4 9 . 3 % M A X I M U M B U I L D I N G H E I G H T A L L O W E D B Y Z O N I N G ( 3 5 ' ) B U I L D I N G H E I G H T ( 3 4 ' - 1 1 " ) T O W E R H E I G H T ( 3 5 ' - 0 " ) C O N S T R U C T I O N S C H E D U L E H A N D I C A P R A M P S H A N D I C A P S Y M B O L P A V E M E N T S T R I P I N G H A N D I C A P S I G N P R I V A T E C O N C R E T E S I D E W A L K 4 " P A R K I N G S T A L L S T R I P I N G C O L O R : W H I T E ( T Y P ) D U M P S T E R W I T H E N C L O S U R E ( R E F E R T O A R C H P L A N S F O R D E T A I L S ) 1 2 3 4 5 6 7 8 ENGINEEROWNERSOUTHLAKE BOULEVARDPRESBYTERIAN CHURCHP.O. BOX 93164SOUTHLAKE, TX 76092PH: 817.431.5110EMAIL:1903 CENTRAL DRIVE, SUITE #406BEDFORD, TEXAS 76021PH: 817.281.0572FAX: 817.281.0574CONTACT: MATT MOORE, PEEMAIL: MATT@CLAYMOOREENG.COM L E G E N D H E A V Y D U T Y C O N C R E T E P A V E M E N T L I G H T D U T Y C O N C R E T E P A V E M E N T C O N C R E T E S I D E W A L K P R O P O S E D C O N C R E T E C U R B A N D G U T T E R F I R E L A N E S T R I P I N G D U M P S T E R A R E A C O N C R E T E P A V E M E N T P A R K I N G C O U N T 1 0 B U F F E R Y A R D L A N D S C A P E A R E A S U M M A R Y C H A R T - B U F F E R Y A R D S L O C A T I O N R E Q U I R E D / P R O V I D E D L E N G T H B U F F E R Y A R D W I D T H - T Y P E C A N O P Y T R E E S A C C E N T T R E E S S H R U B S F E N C E / S C R E E N I N G N O R T H R E Q U I R E D 7 0 0 ' 1 0 ' - B x P R O V I D E D 7 0 0 ' E A S T R E Q U I R E D 5 1 1 ' 5 ' - A P R O V I D E D 1 7 3 ' S O U T H R E Q U I R E D P R O V I D E D W E S T R E Q U I R E D P R O V I D E D T O T A L S N o t e : t h e w i d t h a n d l e n g t h s o f a c c e s s d r i v e s a n d d r a i n a g e e a s e m e n t w e r e d e d u c t e d f r o m t h e l e n g t h o f t h e b u f f e r y a r d a . a a T O T A L S I T E A R E A 6 . 0 1 6 A C = 2 6 2 , 0 6 8 S F 1 0 ' - B 5 ' - A 5 ' - A 5 ' - A 5 ' - A 5 ' - A x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x N . T . S . V I C I N I T Y M A P S I T E F M 1 7 0 9 - S O U T H L A K E B L V D C O R P O R A T E C I R S. PAYTONVILLE AVE. N. PAYTONVILLE AVE. KILLDEER CT. KILLDEER TR. W A T E R L I L L Y E G R E T L N . W I L D R O S E W A Y STARLING CT. DONLEY CT. PEC O S D R . P E C O S D R . SOUTHRIDGE LAKES PKWY. C A R R O L L S E N I O R H I G H S C H O O L M A Y F A I R W A T E R F O R D N O R M A N D Y S A N J A C I N T O G R E G G 5 ' P U B L I C C O N C R E T E S I D E W A L K C O U N T Y S U R V E Y : A B S T R A C T N O . T A R R A N T A , A , F R E E M A N 5 2 2 C I T Y : S T A T E : S O U T L A K E T E X A S L E G A L D E S C R I P T I O N : L O T 3 R , B L O C K 6 S O U T H R I D G E L A K E S P H A S E C - 1 6 . 0 1 6 A C R E S - 2 6 2 , 0 6 8 S F S I T E P L A N S O U T H L A K E B O U L E V A R D P R E S B Y T E R I A N C H U R C H P E R M I T T E D U S E S R E L I G I O U S I N S T I T U T I O N S : C H U R C H E S & F A C I L I T I E S F O R W O R S H I P , F E L L O W S H I P A N D E D U C A T I O N 1 1 0 0 ' 7 1 1 ' a a 4 5 6 ' 4 3 0 ' b b N o t e : t h e w i d t h o f t h e a c c e s s d r i v e w a s d e d u c t e d f r o m t h e l e n g t h o f t h e b u f f e r y a r d b . S H A R E D T Y P E A B U F F E R Y A R D - 2 C A N O P Y T R E E S , 4 A C C E N T T R E E S , 1 6 S H R U B S N O T E : T H E R E Q U I R E D S H A R E D T Y P E A B U F F E R Y A R D P L A N T I N G S F O R T H E P O R T I O N O F L O T 3 R ( A D J A C E N T T O T H E E X I S T I N G S H A R E D D R I V E A I S L E ) S H A L L B E L O C A T E D I N A N A L T E R N A T E L O C A T I O N W I T H I N T H E B O U N D A R I E S O F L O T 3 R . Z A 1 8 - 0 0 0 5 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E TBM1 - CIRSZ=665.04TBM2 - "X CUT" SETZ=666.03EX. BUILDINGFF=670.75 T B M 3 - " X C U T " S E T Z = 6 6 8 . 0 9 668667666664662663661659658658659661662663664 6 6 4 6 6 3 662 6 6 1 6 5 9 6 5 8 657 6 5 8 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 668669 666 666 6 6 7 666667667666666 6 6 8 668 6 6 8 667668668668668669669669 669 6 6 8 66966566066066066 0 6 6 5 670 6 6 5 665665665670666.26±ME 665.41±ME665.44±ME 665.50±ME 6 6 6 . 8 3 ± M E 665.64±ME 665.30±ME 665.33±ME 665.70±ME 6 6 8 . 0 8 ± M E 665.48±ME 665.74±ME665.98±ME 665.25±ME 665.40665.60 665.30665.10 664.60664.80 664.00 6 6 5 . 7 0 665.90 665.90 6 6 5 . 7 0 6 6 5 . 7 0 665.90 6 6 5 . 7 0 665.90 665.90 6 6 5 . 7 0 6 6 5 . 7 0 665.90 6 6 5 . 4 5 665.90 663.90664.10 663.70663.76 663.31 663.20 6 6 3 . 4 0 663.60664.55 6 6 4 . 3 7 6 6 6 . 0 0 665.90665.90665.90 665.90665.70 665.90 665.90665.70665.70665.70665.70665.15665.35665.90 665.90665.70 665.90 665.36 664.80664.44664.24 663.50 662.79 662.55 6 6 3 . 4 0 6 6 4 . 7 7 6 6 5 . 8 8 6 6 5 . 5 0 6 6 5 . 9 0 ± M E 663.94666.00665.82 665.29664.93665.01665.46 6 6 6 . 6 0 6 6 6 . 1 8 665.86665.13665.49665.31 665.09 6 6 6 . 2 8 666.16666.00 665.77665.93666.09 666.24666.32665.77 666.35665.74 665.74666.276 6 6 . 5 1 667 . 3 1 6 6 7 . 5 1 667 . 4 1 66 7 . 5 9 667.10668.00667.40 667.16667.00667.35667.53 666.89666.70 6 6 6 . 6 9 665.70 663.84 663.12 662.88665.15665.62667.23 666.65 FFE: 666.60 664.80 6 6 2 . 7 4 662.40662.76 663.08663.32 663.55CORPORATE CIR. E X . 3 0 " R C P E X . C U R B I N L E T EX. CURB INLET E X . H E A D W A L L F L : 6 5 9 . 7 9 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WA T E R E A S E M E N T C.C.F. N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 4 / 3 0 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : C - 1 GRADING PLAN L E G E N D E X I S T I N G C O N T O U R P R O P O S E D C O N T O U R P R O P O S E D G R A D E ( T O P O F P A V E M E N T ) M E M A T C H E X I S T I N G T W T O P O F R E T A I N I N G W A L L 6 9 9 . 5 0 1 0 0 1 0 0 G R A D I N G N O T E S : 1 . A L L S P O T E L E V A T I O N S A R E T O T O P O F P A V I N G U N L E S S O T H E R W I S E N O T E D . 2 . E X I S T I N G U T I L I T I E S W E R E O B T A I N E D F R O M R E C O R D D R A W I N G S . T H E C O N T R A C T O R S H A L L V E R I F Y T H E E X A C T L O C A T I O N O F E X I S T I N G U T I L I T I E S A N D N O T I F Y T H E E N G I N E E R F O R A N Y D I S C R E P A N C I E S W I T H T H I S P L A N . 3 . M A X I M U M S L O P E I N L A N D S C A P E A R E A S A R E N O T T O E X C E E D 4 : 1 . 4 . A L L C U R B H E I G H T S A R E 6 - I N C H E S U N L E S S N O T E D O T H E R W I S E . 5 . R E F E R T O G E O T E C H N I C A L R E P O R T F O R R E Q U I R E M E N T S R E G A R D I N G F I L L C O M P A C T I O N A N D M O I S T U R E C O N T E N T . 6 . C O N T R A C T O R S H A L L A D J U S T E X I S T I N G V A L V E S , M A N H O L E R I M S , E T C . A S N E C E S S A R Y T O M A T C H F I N I S H E D G R A D E . 7 . C O N T R A C T O R S H A L L M A T C H E X I S T I N G G R A D E S A L O N G C O M M O N P R O P E R T Y L I N E S . G R A D E B R E A K B W B O T T O M O F R E T A I N I N G W A L L 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 Z A 1 8 - 0 0 0 5 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E LOT 13, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T.LOT 12, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.BLOCK 3SOUTHRIDGE LAKES, PHASE 1CAB. A, SLIDE 263CAB. A, SLIDE 321CAB. A, SLIDE 468P.R.T.C.T.LOT 25 L O T 2 4 LOT 26LOT 3RBLOCK 6EX. BUILDINGFF=670.75LOT 5, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 2199P.R.T.C.T.668667666664662663661659658658659661662663664 6 6 4 6 6 3 662 6 6 1 6 5 9 6 5 8 657 6 5 8 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 668669 666 666 6 6 7 666667667666666 6 6 8 668 6 6 8 667668668668668669669669 669 6 6 8 66966566066066066 0 6 6 5 670 6 6 5 665665665670FFE: 666.60 A-10.72 AC5.32 CFSA-20.22 AC1.63 CFSA-30.16 AC1.18 CFSA-40.73 AC5.40 CFS B-10.33 AC2.44 CFSCORPORATE CIR.70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WA T E R E A S E M E N T C.C.F. N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 4 / 3 0 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 C - 2 DRAINAGE AREA MAP L E G E N D - D R A I N A G E A R E A . - D R A I N A G E A R E A I N A C R E S . - F L O W F O R D R A I N A G E A R E A I N C F S D I R E C T I O N O F F L O W D R A I N A G E A R E A B O U N D A R Y B - 1 1 A C 1 0 C F S A C C O R D I N G T O M A P N O . 4 8 4 3 9 C 0 0 8 5 K , D A T E D S E P T E M B E R 2 5 , 2 0 0 9 A N D C O M M U N I T Y N O . 4 8 0 6 1 2 O F T H E N A T I O N A L F L O O D I N S U R A N C E P R O G R A M M A P , F L O O D I N S U R A N C E R A T E M A P O F T A R R A N T C O U N T Y , T E X A S , F E D E R A L E M E R G E N C Y M A N A G E M E N T A G E N C Y , F E D E R A L I N S U R A N C E A D M I N I S T R A T I O N , T H I S P R O P E R T Y I S W I T H I N Z O N E " X " , ( A R E A S D E T E R M I N E D T O B E O U T S I D E O F T H E 0 . 2 % A N N U A L C H A N C E F L O O D P L A I N ) . I F T H I S S I T E I S N O T W I T H I N A N I D E N T I F I E D S P E C I A L F L O O D H A Z A R D A R E A , T H I S F L O O D S T A T E M E N T D O E S N O T I M P L Y T H A T T H E P R O P E R T Y A N D / O R T H E S T R U C T U R E S T H E R E O N W I L L B E F R E E F R O M F L O O D I N G O R F L O O D D A M A G E . O N R A R E O C C A S I O N S , G R E A T E R F L O O D S C A N A N D W I L L O C C U R A N D F L O O D H E I G H T S M A Y B E I N C R E A S E D B Y M A N - M A D E O R N A T U R A L C A U S E S . T H I S F L O O D S T A T E M E N T S H A L L N O T C R E A T E L I A B I L I T Y O N T H E P A R T O F T H E S U R V E Y O R . F L O O D P L A I N N O T E Z A - 1 8 - 0 0 0 5 FFE: 666.60 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E EX. BUILDINGFF=670.75 668667666664662663661659658658659661662663664 6 6 4 6 6 3 662 6 6 1 6 5 9 6 5 8 657 6 5 8 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 668669 666 666 6 6 7 666667667666666 6 6 8 668 6 6 8 667668668668668669669669 669 6 6 8 66966566066066066 0 6 6 5 670 6 6 5 665665665670CORPORATE CIR.0+00 1+002+00 2+84 0 + 0 0 0+250+000+43 S T A : 2 + 1 7 . 9 4 S T O R M L I N E A I N S T A L L : 1 - 4 5 ° B E N D F L 1 8 " : 6 6 0 . 6 3 F L 1 8 " : 6 6 0 . 6 3 S T A : 2 + 3 2 . 0 8 S T O R M L I N E A I N S T A L L : 1 - 4 5 ° B E N D F L 1 8 " : 6 6 0 . 7 4 F L 1 8 " : 6 6 0 . 7 4 STA: 2+69 . 8 1 S T O R M L I N E A = STA: 0+ 0 0 L A T A - 2 INSTALL:1 -60° WY E FL 18": 66 1 . 0 2 FL 18": 66 1 . 0 2 STA: 2+83.98 STORM LINE AINSTALL:3'X3' GRATE INLETTOP: 665.15FL 18": 662.15 S T A : 0 + 1 9 . 7 2 S T O R M L I N E A = S T A : 0 + 0 0 L A T A - 1 I N S T A L L : 1 - 4 5 ° W Y E F L 1 8 " : 6 5 9 . 1 5 F L 1 8 " : 6 5 9 . 1 5 S T A : 0 + 0 0 . 0 0 S T O R M L I N E A I N S T A L L : 4 : 1 S L O P E D H E A D W A L L F L 1 8 " : 6 5 9 . 0 0 14 LF OF 18" RCP @ 7.95%38 L F O F 1 8 " R C P @ 0 . 7 5 % 1 4 L F O F 1 8 " R C P @ 0 . 7 5 % 198 LF OF 18" RCP @ 0.75%20 LF OF 18" RCP @ 0.75%STA: 0+43.30 STORM LAT A-2INSTALL:4'X4' GRATE INLETTOP: 664.80FL 18": 661.80 43 LF OF 18" RCP @ 1.79%STA: 0+07.07 STORM LAT A-1INSTALL:1 -45° BENDFL 18": 659.22FL 18": 659.22 STA: 0+25.05 STORM LAT A-1INSTALL:4'X4' GRATE INLETTOP: 662.40FL 18": 659.4018 LF OF 18" RCP @ 1.01%7 LF OF 18" RCP @ 1.01%6" PVCROOF DRAIN 6" PVCROOF DRAIN 6" PVCROOF DRAIN 6" PVCROOF DRAIN 6" PVCROOF DRAIN 6" PVCROOF DRAIN 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE3' WA T E R E A S E M E N T C.C.F. N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 4 / 3 0 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : C - 3 STORM DRAIN PLAN L E G E N D E X I S T I N G S T O R M D R A I N P R O P O S E D S T O R M D R A I N P R O P O S E D I N L E T P R O P O S E D W A T E R L I N E P R O P O S E D S A N I T A R Y S E W E R L I N E 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 Z A - 1 8 - 0 0 0 5 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E TBM1 - CIRSZ=665.04TBM2 - "X CUT" SETZ=666.03EX. BUILDINGFF=670.75 T B M 3 - " X C U T " S E T Z = 6 6 8 . 0 9 S STA: 0+89.98 SANITARY LINE AINSTALL:1 - 6" PLUGSEE MEP PLANS FORCONTINUATION OF SERVICEFL 6": 661.60 STA: 0+86.32 SANITARY LINE AINSTALL:1 - 45° BEND WITHCLEANOUTFL 6": 661.33FL 6": 661.33 S T A : 0 + 0 0 . 0 0 S A N I T A R Y L I N E A C O N S T R U C T : 4 ' S A N I T A R Y S E W E R M A N H O L E O N E X I S T I N G 6 " L I N E P E R C I T Y S T A N D A R D S F L 6 " : 6 5 4 . 9 5 4 LF OF 6" PVC @ 7.39%86 LF O F 6 " P V C @ 7 . 3 9 % E X . 6 " S A N I T A R Y E X . 6 " S A N I T A R Y EX. 8" SANITARY E X . 8 " S A N I T A R Y E X . S A N I T A R Y M A N H O L E CONNECT TO EXISTING8" WATER LINEINSTALL:1 - 8" x 1" TAPPING SLEEVE ANDVALVE1 - 1" IRRIGATION METER1 - 1" PLUG15 LF OF 1" IRRIGATION LINECONNECT TO EXISTING8" WATER LINEINSTALL:1 - 8" x 6" TAPPING SLEEVE ANDVALVE1 - 6" GATE VALVE1 - FIRE HYDRANT ASSEMBLY8 LF OF 6" FIRE LINE PER CITYSTANDARDS PROPOSEDFIRE HYDRANT E X I S T I N G F I R E H Y D R A N T EXISTINGFIRE HYDRANT E X I S T I N G F I R E H Y D R A N T CONNECT TO EXISTING8" WATER LINEINSTALL:1-8" x 2" TAPPING SLEEVEAND VALVE1 - 2" DOMESTIC METERCONNECT TO EXISTING8" WATER LINEINSTALL:1 - 8" x 6" TAPPING SLEEVE ANDVALVE1 - 6" GATE VALVE78 LF OF 6" FIRE LINE PER CITYSTANDARDS 2" WATER6" FIRE FDCCORPORATE CIR.70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.30' BUILDING LINE 3 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 4 / 3 0 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : C - 4 UTILITY PLAN N O T E S 1 . P R I V A T E S A N I T A R Y S E W E R S E R V I C E S N E E D A P L U M B I N G P E R M I T A N D M U S T B E I N S P E C T E D B Y B U I L D I N G I N S P E C T I O N S P R I O R T O B U R I A L . 2 . A L L S A N I T A R Y S E W E R L I N E S C O N S T R U C T E D W I T H I N E A S E M E N T S O R R I G H T - O F - W A Y S S H A L L B E C O N S T R U C T E D P E R C I T Y S T A N D A R D S . 3 . C O N T R A C T O R S H A L L C O O R D I N A T E W I T H F R A N C H I S E U T I L I T Y C O M P A N I E S A N D I R R I G A T I O N P L A N S T O D E T E R M I N E Q U A N T I T Y , S I Z E , A N D L O C A T I O N F O R A L L C O N D U I T A N D S L E E V I N G R E Q U I R E D T O S E R V E B U I L D I N G A N D S I T E . A L L C O N D U I T A N D S L E E V E S S H A L L B E I N S T A L L E D P R I O R T O S U B G R A D E P R E P A R A T I O N A N D P A V I N G . F R A N C H I S E U T I L I T Y N O T E S : 1 . T H E G A S , E L E C T R I C A N D T E L E P H O N E I N F O R M A T I O N S H O W N O N T H I S P L A N I S B A S E D U P O N T H E L A T E S T I N F O R M A T I O N A V A I L A B L E F R O M T H E R E S P E C T I V E F R A N C H I S E U T I L I T Y C O M P A N I E S . I T I S I N T E N D E D F O R P U R P O S E S O F G E N E R A L B I D D I N G A N D B A S I C C L A R I T Y . S P E C I F I C J O B S I T E C O N D I T I O N S S H A L L B E F I E L D V E R I F I E D P E R N O T E S 2 T H R O U G H 4 B E L O W . T H E F R A N C H I S E U T I L I T Y C O N T R A C T O R A S S U M E S A L L R E S P O N S I B I L I T Y F O R S A I D F I E L D C O N D I T I O N S A N D A S S O C I A T E D R E V I S I O N S R E Q U I R E D B Y T H E R E S P E C T I V E U T I L I T Y C O M P A N I E S I N V O L V E D . 2 . T H E F R A N C H I S E U T I L I T Y C O N T R A C T O R S H A L L C O N T A C T T H E R E S P E C T I V E F R A N C H I S E U T I L I T Y C O M P A N I E S , V E R I F Y A L L R E Q U I R E M E N T S A N D E Q U I P M E N T , A N D F U R N I S H A N D I N S T A L L , I N C L U D I N G B U T N O T L I M I T E D T O , A L L M E T E R S , T R A N S F O R M E R S , C O N D U I T , C O N C R E T E P A D S , T R E N C H I N G , A N D B A C K F I L L N E C E S S A R Y F O R P R O P E R I N S T A L L A T I O N . F R A N C H I S E U T I L I T Y C O N T R A C T O R S H A L L A L S O P A Y A L L F E E S A N D C H A R G E S I N C U R R E D A N D C O O R D I N A T E W I T H O T H E R F R A N C H I S E U T I L I T Y C O M P A N I E S . 3 . T H E F R A N C H I S E U T I L I T Y C O N T R A C T O R S H A L L F I E L D V E R I F Y , I N T H E P R E S E N C E O F T H E R E S P E C T I V E U T I L I T Y C O M P A N Y R E P R E S E N T A T I V E S , T H E L O C A T I O N O F A L L E X I S T I N G A N D P R O P O S E D U T I L I T Y S E R V I C E S A N D E Q U I P M E N T . T H E F R A N C H I S E U T I L I T Y C O N T R A C T O R S H A L L I N C L U D E I N H I S B I D S U F F I C I E N T F U N D S T O C O V E R A L L C O S T S R E Q U I R E D B Y U T I L I T Y C O M P A N I E S T O P R O V I D E N E W S E R V I C E S A N D / O R U P G R A D E E X I S T I N G S E R V I C E S . N O A L L O W A N C E S W I L L B E M A D E F O R F R A N C H I S E U T I L I T Y C O N T R A C T O R ' S U N F A M I L I A R I T Y W I T H T H E E X I S T I N G C O N D I T I O N , R E Q U I R E M E N T S O F T H E N E W C O N D I T I O N S , A N D / O R F A I L U R E T O C O O R D I N A T E I N S T A L L A T I O N . 4 . C O N T R A C T O R S H A L L V E R I T Y T H A T M E T E R A N D T R A N S F O R M E R L O C A T I O N S S H O W N M E E T D E S I G N C R I T E R I A B Y F R A N C H I S E U T I L I T Y C O M P A N I E S F O R , B U T N O T L I M I T E D T O , T H E O F F S E T D I S T A N C E F R O M F A C E O F B U I L D I N G . C O N S T R U C T I O N S C H E D U L E 1 2 3 4 C O M M U N I C A T I O N S E R V I C E C O N N E C T I O N : S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E D O M E S T I C W A T E R C O N N E C T I O N : I N S T A L L 2 " P L U G S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E G A S C O N N E C T I O N : I N S T A L L 2 " G A S M E T E R S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E . E L E C T R I C S E R V I C E C O N N E C T I O N : S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 L E G E N D E X I S T I N G W A T E R M A I N E X I S T I N G S A N I T A R Y S E W E R A N D M A N H O L E P R O P O S E D W A T E R L I N E P R O P O S E D S A N I T A R Y S E W E R L I N E A N D C L E A N O U T P R O P O S E D U N D E R G R O U N D E L E C T R I C P R O P O S E D U N D E R G R O U N D C O M M U N I C A T I O N L I N E P R O P O S E D U N D E R G R O U N D G A S L I N E 5 S A N I T A R Y S E W E R C O N N E C T I O N : I N S T A L L 6 " P L U G , S E E M E P P L A N S F O R C O N T I N U A T I O N O F S E R V I C E . F L : 6 3 2 . 5 0 Z A 1 8 - 0 0 0 5 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E EX. BUILDINGFF=670.75 CORPORATE CIR.PROPOSEDPRIVATESIDEWALK P R O P O S E D P R I V A T E S I D E W A L K PROPOSEDPRIVATESIDEWALK PROPOSED5' PUBLICSIDEWALKPROPOSED5' PUBLICSIDEWALK PROPOSED5' PUBLICSIDEWALK PROPOSEDADA RAMP PROPOSEDADA RAMP PROPOSEDADA RAMPS PROPOSEDADA RAMPPROPOSEDACCESSIBLEROUTEPROPOSEDACCESSIBLEROUTE5' DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 4 / 3 0 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 C - 5 PEDESTRIAN ACCESS PLAN Z A 1 8 - 0 0 0 5 B R I C K T R A S H E N C L O S U R E B R I C K T R A S H E N C L O S U R E EX. BUILDINGFF=670.75 668667666664662663661659658658659661662663664 6 6 4 6 6 3 662 6 6 1 6 5 9 6 5 8 657 6 5 8 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 668669 666 666 6 6 7 666667667666666 6 6 8 668 6 6 8 667668668668668669669669 669 6 6 8 66966566066066066 0 6 6 5 670 6 6 5 665665665670CORPORATE CIR.70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 1 5 ' W A T E R E A S E M E N T C . C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, PG. 4596P.R.T.C.T.30' BUILDING LINECAB. A, PG. 4596P.R.T.C.T.10' UTILITY EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T.30' BUILDING LINE3' W A T E R E A S E M E N T C. C . F . N O . 2 0 1 0 - 2 1 3 0 8 7 P . R . T . C . T . 1 5 ' U T I L I T Y E A S E M E N T C A B . A , S L D . 2 1 9 9 P . R . T . C . T . 10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T. 2 0 ' U T I L I T Y E A S E M E N T C A B . A , P G . 2 1 9 9 P . R . T . C . T . 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. #212 INCHPINE#314 INCHPINE #418 INCHPINE#518 INCHPINE#616 INCHPINE #713 INCHPINE#812 INCHPINE #915 INCHPINE #1026 INCHPINECLUSTER#1224 INCHPINE #1320 INCHPINE #1115 INCHPINE #147 INCH HACKBERRY #158 INCH HACKBERRY#168 INCH HACKBERRY # 1 8 6 I N C H HA C K B E R R Y # 1 7 6 I N C H H A C K B E R R Y 1 0 I N C H H A C K B E R R Y 1 4 I N C H P I N E 1 6 I N C H P I N E 1 0 I N C H P I N E 1 4 I N C H P I N E 1 3 I N C H P I N E 1 5 I N C H P I N E 1 0 I N C H P I N E 1 0 I N C H T R E E 7 I N C H T R E E 1 0 I N C H T R E E 1 6 I N C H L I V E O A K # 2 0 8 5 6 I N C H T R E E 17 INCH LIVE OAK #115 INCH LIVE OAK 8 INCH OAK 8 INCH OAK 13 INCH OAK 5 ' T Y P E " A " L A N D S C A P E B U F F E R 5' TYPE "A"LANDSCAPE BUFFER 5' TYPE "A"LANDSCAPE BUFFER 10' TYPE "F1"LANDSCAPE BUFFER5' TYPE "A"LANDSCAPE BUFFER 5 ' T Y P E " A " L A N D S C A P E B U F F E R DATENo.REVISION BY D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 4 / 3 0 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : 0 G R A P H I C S C A L E 1 i n c h = f t . 3 0 3 0 6 0 3 0 1 5 C - 6 TREE PRESERVATION PLAN T R E E C O V E R P R E S E R V A T I O N : S I T E 9 4 , 8 4 3 S F % E X . T R E E C O V E R 3 , 5 2 9 S F 4 % % E X . T R E E C O V E R R E M O V E D 0 S F 0 % % E X . T R E E C O V E R T O R E M A I N 3 , 5 2 9 S F 4 % N . T . S . V I C I N I T Y M A P S I T E F M 1 7 0 9 - S O U T H L A K E B L V D C O R P O R A T E C I R S. PAYTONVILLE AVE. N. PAYTONVILLE AVE. KILLDEER CT. KILLDEER TR. W A T E R L I L L Y E G R E T L N . W I L D R O S E W A Y STARLING CT. DONLEY CT. PEC O S D R . P E C O S D R . SOUTHRIDGE LAKES PKWY. C A R R O L L S E N I O R H I G H S C H O O L M A Y F A I R W A T E R F O R D N O R M A N D Y S A N J A C I N T O G R E G G T R E E # 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 T Y P E L I V E O A K P I N E H A C K B E R R Y S I Z E 1 5 " 1 2 " 1 4 " 1 8 " 1 8 " 1 6 " 1 3 " 1 2 " 1 5 " 2 6 " 1 5 " 2 4 " 2 0 " 7 " 8 " 8 " 6 " 6 " R E M A R K S P R E S E R V E D P I N E P I N E P I N E P I N E P I N E P I N E P I N E P I N E P I N E P I N E P I N E H A C K B E R R Y H A C K B E R R Y H A C K B E R R Y H A C K B E R R Y P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D P R E S E R V E D Z A 1 8 - 0 0 0 5 T O P O F S L A B 0 ' - 0 " A F F T O P O F R O O F 3 2 ' - 0 " A F F T O P O F F E A T U R E 3 8 ' - 0 " A F F 1 4 0 ' - 0 " ADJACENTPROPERTYMIN.ELEVATION ADJACENT PROPERTY LINE4:1 SLOPE FROM RESIDENTIAL PROPERTY LINE120'-4" I S S U E B L O C K D O C . D A T E : D R A W N B Y : C H E C K E D B Y : JOB NUMBER: 0 4 / 3 0 / 2 0 1 8 J M B N K C 17-109.01 A T T S X E T E F O S A N.K R I S C A L V E R T 2 3 1 1 0 REGIS T E R E D A R C H I T E C T SOUTHLAKE MEDICAL OFFICE BUILDING 1480 CORPORATE CIRCLE SOUTHLAKE, TX 76092 u r b a n b o b c a t A R C H I T E C T S T M 9 1 6 B R Y A N A V E N U E , S U I T E 1 0 4 F O R T W O R T H , T X 7 6 1 0 4 W W W . U R B A N B O B C A T . C O M i n f o @ u r b a n b o b c a t . c o m PRELIMINARY - NOT FOR CONSTRUCTION Z A 1 8 - 0 0 0 5 scale:A4.0 1BUILDING CROSS SECTION3/32" = 1'-0" C R O S S S E C T I O N E X H I B I T A 4 . 0 PROP. MOB19,350 SF(2-STORY)135 PARKS (6 ADA)(1 SPACE / 150 SF)1.33 ACBRICKTRASHENCLOSUREBRICKTRASHENCLOSURE LOT 13, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.LOT 12, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 4596P.R.T.C.T.CAB. A, SLIDE 321CAB. A, SLIDE 468P.R.T.C.T.LOT 25LOT 24LOT 26 F L - 3 0 " R C P = 6 5 9 . 7 9 S D M H - R I M = 6 6 5 . 1 0 ( S E A L E D ) C1 #207612 INCHPINE TREE#207514 INCHPINE TREE #207418 INCHPINE TREE #207318 INCHPINE TREE #207216 INCHPINE TREE #207113 INCHPINE TREE #207012 INCHPINE TREE #206915 INCHPINE TREE#206826 INCHPINE TREECLUSTER#207724 INCHPINE TREE #206620 INCHPINE TREE #206715 INCHPINE TREE#20657 INCH TREE #20648 INCH TREE#20638 INCH TREE#20616 INCHTREE #20626 INCHTREE#206010 INCHTREE#205914 INCHPINE TREE #205816 INCHPINE TREE #205 7 10 INC H PINE T R E E #205614 INCHPINE TREE # 2 0 5 5 1 3 I N C H P I N E T R E E # 2 0 5 4 1 5 I N C H P I N E T R E E # 2 0 5 3 1 0 I N C H P I N E T R E E #208110 INCH TREE#20808 INCH TREE #20798 INCH TREE #207813 INCH TREE 70' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.15' UTILITY EASEMENTVOL. 9802, PG. 18R.P.R.T.C.T.20' UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T.10' UTILITY EASEMENT CAB. A, PG. 4596 P.R.T.C.T.Draina g e & U t i l i t y Ea s e m e n t 15' U t i l i t y Ea s e m e n t 10' D. & U . E . CAB. A S L D . 2 6 4 P.R. T . C . T . CAB A S L D . 4 6 7 P . R . T . C . T . CO COCOCOCOCECELOCEC3 Zoning SF20A ZoningLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRRYRYRYRYHGHGHGHGHGDIHDIHDIHDIHDIHDYDYDYDYCRCRCRTYTYTYRBRBRBTYTYTYTYRBRBRBRBRBRBCRCR150 AJ DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBsolid sod solid sod DIH DIHDIH DIHDIHPPPPPPPPPPHGHGHGHGDYDYDYDYDRDRDRDRWMWMWMWMWMWMWMWMTXTXTXSYSYSY PPPPPPPPGLGLGLGLGLGLGLGLGLGLGL RBRBRBRB RBRBRBMPMPMPMPMPMPMPTYTYTYTYHG 10' bufferyard5' bufferyard MPCETYHGHGHGHGDIHDIHDIHDIHDIHDIHDIHDIHRYRYRYNRNRNRNRNRNRNRNRNRNRNRNRNRNRNRNR D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 5 / 0 9 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS 0 G R A P H I C S C A L E 1 i n c h = f t . L - 1 LANDSCAPE PLAN H . U H N M O S A J E T S T A 3 O F 9 7 E T X R F P Y C E C R C e d a r E l m C r a p e m y r t l e T R E E L E G E N D C a n o p y T r e e s O r n a m e n t a l T r e e s C O C h i n q u a p i n O a k S O S h u m a r d O a k S H R U B L E G E N D H A T C H L E G E N D S o l i d S o d B e r m u d a G r a s s A s i a n J a s m i n e I n s t a l l 4 " s t e e l e d g i n g b e t w e e n a l l s h r u b b e d s a n d g r a s s a r e a s . I n s t a l l 4 " l a y e r o f s h r e d d e d h a r d w o o d m u l c h t o a l l p l a n t i n g b e d s . T h e p r o j e c t w i l l h a v e a n u n d e r g o u n d a u t o m a t i c i r r i g a t i o n s y s t e m t o w a t e r a l l n e w p l a n t i n g s . L A N D S C A P E N O T E S 1 . 2 . 3 . 4 . S h r u b b e d s t o h a v e 1 2 i n c h e s o f p r e p a r e d p l a n t i n g m i x ( 7 5 % i m p o r t t o p s o i l , 1 5 % c o m p o s t e d a m e n d m e n t , 1 0 % w a s h e d s a n d ) 5 . S h r e d d e d h a r d w o o d m u l c h m u s t c o n t a i n l o n g s t r a n d s a l o n g w i t h d o u b l e s h r e d f i n e r m a t e r i a l o b t a i n e d f r o m a l o c a l s o u r c e . 6 . I n s t a l l 4 i n c h e s o f c l e a n t o p s o i l i n a l l a r e a s o f t h e s i t e d i s t u r b e d b y g r a d i n g a n d c o n s t r u c t i o n o p e r a t i o n s . T o p s o i l s h a l l b e f r e e f r o m s t i c k s , d e b r i s a n d r o c k s l a r g e r t h a n 2 i n c h e s i n d i a m e t e r a n d h a v e a n o r g a n i c m a t t e r l e v e l o f 3 p e r c e n t m i n i m u m a n d a p H r a n g e b e t w e e n 5 . 5 a n d 7 . 4 p e r c e n t . P r o v i d e s o i l t e s t a n a l y s i s f r o m a s o i l t e s t l a b o r a t o r y s h o w i n g s o i l m a k e u p a n d o r g a n i c p e r c e n t a g e . 7 . S o l i d s o d a l l 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 e a s o n a l C o l o r a c t i v i t i e s a s s h o w n o n p l a n . 3 0 3 0 6 0 3 0 1 5 N . T . S . V I C I N I T Y M A P S I T E F M 1 7 0 9 - S O U T H L A K E B L V D C O R P O R A T E C I R S. PAYTONVILLE AVE. N. PAYTONVILLE AVE. KILLDEER CT. KILLDEER TR. W A T E R L I L L Y E G R E T L N . W I L D R O S E W A Y STARLING CT. DONLEY CT. PECOS D R . P E C O S D R . SOUTHRIDGE LAKES PKWY. C A R R O L L S E N I O R H I G H S C H O O L M A Y F A I R W A T E R F O R D N O R M A N D Y S A N J A C I N T O G R E G G E N G I N E E R A R C H I T E C T O W N E R M A D O N E , L L C 1 2 0 1 H A L L J O H N S O N R D . C O L L E Y V I L L E , T X 7 6 0 3 4 P H : E M A I L : 1 9 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 B E D F O R D , T E X A S 7 6 0 2 1 P H : 8 1 7 . 2 8 1 . 0 5 7 2 F A X : 8 1 7 . 2 8 1 . 0 5 7 4 C O N T A C T : M A T T M O O R E , P E E M A I L : M A T T @ C L A Y M O O R E E N G . C O M U R B A N B O B C A T A R C H I T E C T S , P C 9 1 6 B R Y A N A V E . S U I T E 1 0 4 F O R T W O R T H , T X 7 6 1 0 4 P H : 8 1 7 . 6 0 2 . 9 1 2 9 C O N T A C T : M A T T G R E E N E M A I L : M A T T @ U R B A N B O B C A T . C O M R e d Y u c c a D w a r f B u r f o r d H o l l y D w a r f I n d i a n H a w t h o r n e R Y D B D I H T e x a s S a g e T X H a m e l i n G r a s s G i a n t L i r i o p e D r i f t R o s e s H G G L D R D w f . C h i n e s e F r i n g e F l o w e r S o f t L e a f Y u c c a P i n k M u h l y G r a s s L P S Y P M P u r p l e P i x i e C h i n e s e F r i n g e F l o w e r P P A s i a n J a s m i n e A J S e a s o n a l C o l o r S C N e l l i e R S t e v e n s H o l l y N R A b e l i a A B D w a r f Y a u p o n D Y D w a r f W a x M y r t l e W M L O L i v e O a k R B R e d b u d T Y T r e e Y a u p o n M P M e x i c a n P l u m B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : Z A 1 8 - 0 0 0 5 L A N D S C A P E C A L C U L A T I O N S B u i l d i n g F l o o r A r e a 9 , 8 0 0 S F C i t y o f S o u t h l a k e , T e x a s 4 , 9 0 0 S F 2 5 , 9 3 7 S F P a r k i n g L o t L a n d s c a p e P R O V I D E D R E Q U I R E D 4 6 % p a r k i n g b e t w e e n b l d g . a n d R . O . W . 6 2 t o t a l s p a c e s 1 , 2 4 0 s f 2 , 2 9 1 s f 8 3 % 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 R e q u i r e d o r P r o v i d e d L a n d s c a p e A r e a ( S q . f t . ) % o f a r e a i n f r o n t o r s i d e C a n o p y T r e e s A c c e n t T r e e s S h r u b s G r o u n d C o v e r ( S q . F t . ) S e a s o n a l C o l o r R e q u i r e d P r o v i d e d 7 5 % 1 0 2 0 1 2 3 7 6 2 S F 7 3 5 S F 1 0 8 S F 9 8 S F 2 9 s p a c e s S U M M A R Y C H A R T - B U F F E R Y A R D S L O C A T I O N R E Q U I R E D / P R O V I D E D L E N G T H B U F F E R Y A R D W I D T H - T Y P E C A N O P Y T R E E S A C C E N T T R E E S S H R U B S F E N C E / S C R E E N I N G N O R T H R E Q U I R E D 2 0 0 ' f 1 1 0 ' - F 1 6 1 2 1 6 8 f t . f e n c e P R O V I D E D 2 0 0 ' f 1 1 0 ' - F 1 1 1 e x . t r e e s 0 1 6 8 f t . f e n c e E A S T R E Q U I R E D 2 3 3 ' 5 ' - A 2 4 1 6 N A P R O V I D E D 2 3 3 ' 5 ' - A 0 1 2 1 6 N A S O U T H R E Q U I R E D 1 9 9 ' 5 ' - A 2 4 1 6 N A P R O V I D E D 1 9 9 ' 5 ' - A 2 4 1 6 N A W E S T R E Q U I R E D 2 7 5 ' 5 ' - A 2 4 1 6 H 1 - H e d g e r o w P R O V I D E D 2 7 5 ' 5 ' - A 2 6 3 4 H 1 - H e d g e r o w T O T A L S . . . 2 n e w + 2 0 1 7 4 C 3 Z o n i n g 5 0 % i n t e r i o r l a n d a r e a r e q u i r e d 1 p e r 5 0 0 1 p e r 2 5 0 1 p e r 4 0 1 5 % 2 % 2 0 S F p e r s t a l l b . 8 e x i s t i n g E X I S T I N G T R E E C O V E R P R E S E R V A T I O N p r e s e r v e d 1 0 " P i n e 1 5 " P i n e p r e s e r v e d N o e x i s t i n g t r e e s a r e b e i n g r e m o v e d 0 - 2 0 % T r e e C o v e r 7 0 % R e q u i r e d P r e s e r v a t i o n 1 0 0 % P r e s e r v a t i o n P r o v i d e d 2 0 5 3 2 0 5 4 1 3 " P i n e p r e s e r v e d 2 0 5 5 1 4 " P i n e p r e s e r v e d 2 0 5 6 1 0 " P i n e p r e s e r v e d 2 0 5 7 1 6 " P i n e p r e s e r v e d 2 0 5 8 1 4 " P i n e p r e s e r v e d 2 0 5 9 1 0 " T r e e p r e s e r v e d 2 0 6 0 6 " T r e e p r e s e r v e d 2 0 6 1 6 " T r e e p r e s e r v e d 2 0 6 2 8 " T r e e p r e s e r v e d 2 0 6 3 8 " T r e e p r e s e r v e d 2 0 6 4 7 " T r e e p r e s e r v e d 2 0 6 5 2 0 " P i n e p r e s e r v e d 2 0 6 6 1 5 " P i n e p r e s e r v e d 2 0 6 7 2 6 " P i n e c l u s t e r p r e s e r v e d 2 0 6 8 1 5 " P i n e p r e s e r v e d 2 0 6 9 1 2 " P i n e p r e s e r v e d 2 0 7 0 1 3 " P i n e p r e s e r v e d 2 0 7 1 1 6 " P i n e p r e s e r v e d 2 0 7 2 1 8 " P i n e p r e s e r v e d 2 0 7 3 1 8 " P i n e p r e s e r v e d 2 0 7 4 1 4 " P i n e p r e s e r v e d 2 0 7 5 1 2 " P i n e p r e s e r v e d 2 0 7 6 2 4 " P i n e p r e s e r v e d 2 0 7 7 1 3 " T r e e p r e s e r v e d 2 0 7 8 8 " T r e e p r e s e r v e d 2 0 7 9 8 " T r e e p r e s e r v e d 2 0 8 0 1 0 " T r e e p r e s e r v e d 2 0 8 1 7 " T r e e p r e s e r v e d 2 0 8 2 1 0 " T r e e p r e s e r v e d 2 0 8 3 1 6 " T r e e p r e s e r v e d 2 0 8 4 6 " T r e e p r e s e r v e d 2 0 8 5 1 7 " T r e e p r e s e r v e d 2 0 8 6 1 5 " T r e e p r e s e r v e d 2 0 8 7 P r e s e r v e d / R e m o v e d T y p e T r e e # N O T E : T H E R E Q U I R E D S H A R E D T Y P E A B U F F E R Y A R D P L A N T I N G S F O R T H E P O R T I O N O F L O T 3 R ( A D J A C E N T T O T H E E X I S T I N G S H A R E D D R I V E A I S L E ) S H A L L B E L O C A T E D I N A N A L T E R N A T E L O C A T I O N W I T H I N T H E B O U N D A R I E S O F L O T 3 R . S H A R E D T Y P E A B U F F E R Y A R D - 2 C A N O P Y T R E E S , 4 A C C E N T T R E E S , 1 6 S H R U B S SHARED TYPE A BUFFER YARD N o t e : t h e w i d t h o f d r a i n a g e e a s e m e n t a n d a c c e s s d r i v e w a s d e d u c t e d f r o m t h e l e n g t h o f t h e b u f f e r y a r d a . a a SOUTHRIDGE LAKES,PHASE C-1C.C.F. NO. 2010-213087P.R.T.C.T.CORPORATE CIRCLE37' CONCRETE50' R.O.W. PER PLATLOT 3RBLOCK 6 6 ( 1 ( EX. BUILDINGFF=670.75LOT 5, BLOCK 6SOUTHRIDGE LAKES,PHASE C-1CAB. A, SLIDE 2199P.R.T.C.T.1 ( #208416 INCH TREE#20856 INCH TREE#208617 INCH TREE #208715 INCH TREE 10' UTILITY EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T.3' WATER EASEMENTC.C.F. NO. 2010-213087P.R.T.C.T.3.0'10.0'15' UTILITY EASEMENTCAB. A, SLD. 2199P.R.T.C.T.15.0'10' UTILITY EASEMENTCAB. A, SLD. 4246P.R.T.C.T.20' UTILITY EASEMENTCAB. A, PG. 2199P.R.T.C.T. 15' WATER EASEMENT C.C.F. NO. 2010-213087 P.R.T.C.T. 10.0'200 AJ SOSOSOSOLOLOCRCRCRCRCS ZoningABABABABABABABABABABABABABABABABABABABABABABABAB AB AB AB AB AB AB AB AB AB AB AB AB RYRYPMPMPMPMPMPMPMPMPMPMPMWMWMWMWMWMWMRBRBRBCETYTYTYTYCRCRCRCRHGHGHGHGHGHGHGHGHGHGHGABABABABABABABABABABABABABABABABABABABABABABABABABABABABABAB108 SCDYDYDYDYDYDYsolid sod solid sod DIHDIH DIH DIHDIH RY RYRY RYRYRYRYRYRYRYDRDRDRDRTXTXTXTXSYSYSYTXTXTXTXSYSYSYPPPPPPPPPPPPPPPPPPGLGLGLGLGLGLGLDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBsolid sod DY DY DY GLGLGLGLGLGLDIHDIHDIH DIHDIHDIHDIHDIHDIHDIH5' bufferyard5' bufferyard5' bufferyard 5' bufferyard CRCRLO DYDYDYDYDYDYDBDBDBDBDBDBDBDBCR D A T E : S H E E T F i l e N o . 2 0 1 7 - 1 6 9 C H E C K E D : M A M D R A W N : B J K D E S I G N : B J K T E X A S R E G I S T R A T I O N # 1 4 1 9 9 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 0 5 / 0 9 / 2 0 1 8 GIGGLES DENTAL LOT 13, BLOCK 6 AND PORTION OF LOT 3R, BLOCK 6 SOUTHRIDGE LAKES, PHASE C-1 ADDITION SOUTHLAKE, TEXAS 0 G R A P H I C S C A L E 1 i n c h = f t . L - 1 LANDSCAPE PLAN H . U H N M O S A J E T S T A 3 O F 9 7 E T X R F P Y C E C R C e d a r E l m C r a p e m y r t l e T R E E L E G E N D C a n o p y T r e e s O r n a m e n t a l T r e e s C O C h i n q u a p i n O a k S O S h u m a r d O a k S H R U B L E G E N D H A T C H L E G E N D S o l i d S o d B e r m u d a G r a s s A s i a n J a s m i n e I n s t a l l 4 " s t e e l e d g i n g b e t w e e n a l l s h r u b b e d s a n d g r a s s a r e a s . I n s t a l l 4 " l a y e r o f s h r e d d e d h a r d w o o d m u l c h t o a l l p l a n t i n g b e d s . T h e p r o j e c t w i l l h a v e a n u n d e r g o u n d a u t o m a t i c i r r i g a t i o n s y s t e m t o w a t e r a l l n e w p l a n t i n g s . L A N D S C A P E N O T E S 1 . 2 . 3 . 4 . S h r u b b e d s t o h a v e 1 2 i n c h e s o f p r e p a r e d p l a n t i n g m i x ( 7 5 % i m p o r t t o p s o i l , 1 5 % c o m p o s t e d a m e n d m e n t , 1 0 % w a s h e d s a n d ) 5 . S h r e d d e d h a r d w o o d m u l c h m u s t c o n t a i n l o n g s t r a n d s a l o n g w i t h d o u b l e s h r e d f i n e r m a t e r i a l o b t a i n e d f r o m a l o c a l s o u r c e . 6 . I n s t a l l 4 i n c h e s o f c l e a n t o p s o i l i n a l l a r e a s o f t h e s i t e d i s t u r b e d b y g r a d i n g a n d c o n s t r u c t i o n o p e r a t i o n s . T o p s o i l s h a l l b e f r e e f r o m s t i c k s , d e b r i s a n d r o c k s l a r g e r t h a n 2 i n c h e s i n d i a m e t e r a n d h a v e a n o r g a n i c m a t t e r l e v e l o f 3 p e r c e n t m i n i m u m a n d a p H r a n g e b e t w e e n 5 . 5 a n d 7 . 4 p e r c e n t . P r o v i d e s o i l t e s t a n a l y s i s f r o m a s o i l t e s t l a b o r a t o r y s h o w i n g s o i l m a k e u p a n d o r g a n i c p e r c e n t a g e . 7 . S o l i d s o d a l l 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 e a s o n a l C o l o r a c t i v i t i e s a s s h o w n o n p l a n . 3 0 3 0 6 0 3 0 1 5 N . T . S . V I C I N I T Y M A P S I T E F M 1 7 0 9 - S O U T H L A K E B L V D C O R P O R A T E C I R S. PAYTONVILLE AVE. N. PAYTONVILLE AVE. KILLDEER CT. KILLDEER TR. W A T E R L I L L Y E G R E T L N . W I L D R O S E W A Y STARLING CT. DONLEY CT. PECOS D R . P E C O S D R . SOUTHRIDGE LAKES PKWY. C A R R O L L S E N I O R H I G H S C H O O L M A Y F A I R W A T E R F O R D N O R M A N D Y S A N J A C I N T O G R E G G E N G I N E E R A R C H I T E C T O W N E R M A D O N E , L L C 1 2 0 1 H A L L J O H N S O N R D . C O L L E Y V I L L E , T X 7 6 0 3 4 P H : E M A I L : 1 9 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 B E D F O R D , T E X A S 7 6 0 2 1 P H : 8 1 7 . 2 8 1 . 0 5 7 2 F A X : 8 1 7 . 2 8 1 . 0 5 7 4 C O N T A C T : M A T T M O O R E , P E E M A I L : M A T T @ C L A Y M O O R E E N G . C O M U R B A N B O B C A T A R C H I T E C T S , P C 9 1 6 B R Y A N A V E . S U I T E 1 0 4 F O R T W O R T H , T X 7 6 1 0 4 P H : 8 1 7 . 6 0 2 . 9 1 2 9 C O N T A C T : M A T T G R E E N E M A I L : M A T T @ U R B A N B O B C A T . C O M R e d Y u c c a D w a r f B u r f o r d H o l l y D w a r f I n d i a n H a w t h o r n e R Y D B D I H T e x a s S a g e T X H a m e l i n G r a s s G i a n t L i r i o p e D r i f t R o s e s H G G L D R D w f . C h i n e s e F r i n g e F l o w e r S o f t L e a f Y u c c a P i n k M u h l y G r a s s L P S Y P M P u r p l e P i x i e C h i n e s e F r i n g e F l o w e r P P A s i a n J a s m i n e A J S e a s o n a l C o l o r S C N e l l i e R S t e v e n s H o l l y N R A b e l i a A B D w a r f Y a u p o n D Y D w a r f W a x M y r t l e W M L O L i v e O a k R B R e d b u d T Y T r e e Y a u p o n M P M e x i c a n P l u m B E N C H M A R K : C I T Y O F S O U T H L A K E G . P . S . M O N U M E N T N O . 3 3 A M E T A L D I S C O N A S T O R M D R A I N I N L E T L O C A T E D A T T H E I N T E R S E C T I O N O F B O B - O - L I N K D R I V E A N D L O V E G R A S S L A N E . P U B L I S H E D E L E V A T I O N : Z A 1 8 - 0 0 0 5 L A N D S C A P E C A L C U L A T I O N S B u i l d i n g F l o o r A r e a 0 S F C i t y o f S o u t h l a k e , T e x a s 0 S F 2 5 , 9 3 7 S F P a r k i n g L o t L a n d s c a p e P R O V I D E D R E Q U I R E D 7 2 t o t a l s p a c e s 1 , 4 4 0 s f 2 , 9 6 5 s f 8 3 % 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 R e q u i r e d o r P r o v i d e d L a n d s c a p e A r e a ( S q . f t . ) % o f a r e a i n f r o n t o r s i d e C a n o p y T r e e s A c c e n t T r e e s S h r u b s G r o u n d C o v e r ( S q . F t . ) S e a s o n a l C o l o r R e q u i r e d P r o v i d e d 7 5 % 0 0 0 7 6 2 S F 0 S F 1 0 8 S F 0 S F S U M M A R Y C H A R T - B U F F E R Y A R D S L O C A T I O N R E Q U I R E D / P R O V I D E D L E N G T H B U F F E R Y A R D W I D T H - T Y P E C A N O P Y T R E E S A C C E N T T R E E S S H R U B S F E N C E / S C R E E N I N G N O R T H R E Q U I R E D 1 9 9 ' 5 ' - A 2 4 1 6 N A P R O V I D E D 1 9 9 ' 5 ' - A 2 4 1 6 N A E A S T R E Q U I R E D 1 8 0 ' 5 ' - A 2 4 1 6 N A P R O V I D E D 1 3 6 ' 5 ' - A 0 5 3 0 N A S O U T H R E Q U I R E D 2 1 7 ' 5 ' - A 3 5 2 4 N A P R O V I D E D 2 1 7 ' 5 ' - A 2 5 2 4 N A W E S T R E Q U I R E D 2 2 3 ' 5 ' - A 3 5 2 4 H 1 - H e d g e r o w P R O V I D E D 1 7 9 ' 5 ' - A 0 5 3 6 H 1 - H e d g e r o w T O T A L S . . . 2 n e w + 2 0 1 7 4 N o t e : t h e w i d t h o f d r a i n a g e e a s e m e n t a n d a c c e s s d r i v e w a s d e d u c t e d f r o m t h e l e n g t h o f t h e b u f f e r y a r d a . a a a a C S Z o n i n g 5 0 % i n t e r i o r l a n d a r e a r e q u i r e d 1 p e r 5 0 0 1 p e r 2 5 0 1 p e r 4 0 1 5 % 2 % 2 0 S F p e r s t a l l b . N o t e : u t i l i t y e a s m e n t i n b u f f e r y a r d 8 e x i s t i n g N O T E : T H E R E Q U I R E D S H A R E D T Y P E A B U F F E R Y A R D P L A N T I N G S F O R T H E P O R T I O N O F L O T 3 R ( A D J A C E N T T O T H E E X I S T I N G S H A R E D D R I V E A I S L E ) S H A L L B E L O C A T E D I N A N A L T E R N A T E L O C A T I O N W I T H I N T H E B O U N D A R I E S O F L O T 3 R . S H A R E D T Y P E A B U F F E R Y A R D - 2 C A N O P Y T R E E S , 4 A C C E N T T R E E S , 1 6 S H R U B S SHARED TYPE A BUFFER YARD P26_PureForm_area_medium 01/18 page 1 of 8 Site & Area PureForm LED area, medium Project: Location: Cat.No: Type: Qty: Notes: Ordering guide example: P26-64L-800-NW-G2-AR-5-120-HIS-MGY Prefix P26 Number of LEDs Drive Current LED Color - Generation Mounting Distribution Voltage P26 PureForm area medium, 26" 48L 48 LEDs (3 modules) 64L 64 LEDs (4 modules) 80L 80 LEDs (5 modules) 400 400 mA 500 500 mA 600 600 mA 700 700 mA 600 600 mA 700 700 mA 800 800 mA 700 700 mA 800 800 mA 900 900 mA WW-G2 Warm White 3000K, 70 CRI Generation 2 NW-G2 Neutral White 4000K, 70 CRI Generation 2 CW-G2 Cool White 5000K, 70 CRI Generation 2 WY-G2 Warm Yellow2700K, 80 CRI Generation 2 1 AM-G2 Direct Amber (590nm) Generation 2 1 AR Arm Mount (standard) 2 The following mounting kits must be ordered separately (See accessories) SF Slip Fitter Mount 3 (fits to 2 3⁄8" O.D. tenon) WS Wall mount with surface conduit rear entry permitted RAM Retrofit arm mount kit 2 Type 2 2 Type 2 2-90 Rotated left 90° 2-270 Rotated right 270° Type 3 3 Type 3 3-90 Rotated left 90° 3-270 Rotated right 270° Type 4 4 Type 4 4-90 Rotated left 90° 4-270 Rotated right 270° Type 5 5 Type 5 5W Type 5W AFR Auto Front Row AFR-90 Auto Front Row, rotated left 90° AFR-270 Auto Front Row, rotated right 270° BLC Back Light Control BLC-90 Back Light Control rotated at 90° BLC-270 Back Light Control rotated at 270° 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V UNV 120-277V (50/60Hz) HVU 347-480V (50/60Hz) Options FinishDimming controls Motion sensing Photo-sensing Electrical Luminaire DD 0-10V External dimming (by others) 4 DCC Dual Circuit Control 4,5,6 FAWS Field Adjustable 4,5 SW Interface module for SiteWise 4,6,7 LLC3 Integral wireless module with #3 lens 4,5,6,8 LLC4 Integral wireless module with #4 lens 4,5,6,8 BL Bi-level functionary with motion sensor 4 DynaDimmer: Automatic Profile Dimming CS50 Security 50% Dimming, 7 hours 4,8 CM50 Median 50% Dimming, 8 hours 4,8 CE50 Economy 50% Dimming, 9 hours 4,8 DA50 All Night 50% Dimming 4,8 CS30 Security 30% Dimming, 7 hours 4,8 CM30 Median 30% Dimming, 8 hours 4,8 CE30 Economy 30% Dimming, 9 hours 4,8 DA30 All Night 30% Dimming 4,8 IMRI3 Integral with #3 lens IMRI7 Integral with #7 lens IMRO Pole mounted motion sensor (see accessories) PCB Photocontrol Button 8,9 TLRD5 Twist Lock Receptacle 5 Pin 10 TLRD7 Twist Lock Receptacle 7 Pin 10 TLRPC Twist Lock Receptacle w/Photocell 9,11 Fusing F1 Single (120, 277, 347VAC) 9 F2 Double (208, 240, 480VAC) 9 F3 Canadian Double Pull (208, 240, 480VAC) 9,12 Pole Mount Fusing FP1 Single (120, 277, 347VAC) 9 FP2 Double (208, 240, 480VAC) 9 FP3 Canadian Double Pull (208, 240, 480VAC) 9 Surge Protection (10kA standard) SP2 Increased 20kA Square Pole Adapter included as standard TB Terminal Block 12 RPA Round Pole Adapter (fits to 3"- 3.9" O.D. pole) 13 HIS Internal Housing Side Shield 14 Textured BK Black WH White BZ Bronze DGY Dark Gray MGY Medium Gray Customer specified RAL Specify optional color or RAL (ex: RAL7024) CC Custom color (Must supply color chip for required factory quote) Philips Gardco PureForm LED area medium P26 features a sleek, low profile design and optimal performance. PureForm area medium is designed to achieve maximum pole spacing, with lumen output up to 28,900 lumens. Multiple distribution and shielding options are availble to achieve maximum control. A full range of control options provides additional energy savings. 1. Extended lead times apply. Contact factory for details. 2. Mounts to a 4" round pole with adapter included for square poles. 3. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other control options. 5. Not available with motion sensor. 6. Not available with photocontrol. 7. Available only in 120 or 277V. 8. Not available in 347 or 480V 9. Must specify input voltage. 10. Dimming will not be connected to NEMA receptacle if ordering with other control options. 11. Not available in 480V. 12. Not available with DCC. 13. Not available with SF and WS. RPAs provided with black finish standard. 14. HIS not available with Type 5, 5W, and BLC optics. P26_PureForm_area_medium 01/18 page 2 of 8 PureForm P26 Accessories (ordered separately, field installed) Controls Accessories Shielding Accessories Mounting Accessories Pole Mount Motion Sensor MS-A-120V 15 120V Input MS-A-277V 15 277V Input Wireless systems Remote mount module LLCR3-(F) 15 #3 lens LLCR4-(F) 15 #4 lens Central Remote Motion Response (used connected to SiteWise main panel) MS2-A-FVR-3 MS2-A-FVR-7 House Side shield Standard orientation: HIS-48-H 14 Internal House Side Shield for 48 LEDs (3 modules) HIS-64-H 14 Internal House Side Shield for 64 LEDs (4 modules) HIS-80-H 14 Internal House Side Shield for 80 LEDs (5 modules) At 90 or 270 orientation: HIS-48-V 14 Internal House Side Shield for 48 LEDs (3 modules) HIS-64-V 14 Internal House Side Shield for 64 LEDs (4 modules) HIS-80-V 14 Internal House Side Shield for 80 LEDs (5 modules) PureForm PTF2 (pole top fitter fits 2 3⁄8-2 1⁄2" OD x 4" depth tenon) PTF2-P26-1-90-(F) 1 luminaire at 90° PTF2-P26-2-90-(F) 2 luminaires at 90° PTF2-P26-2-180-(F) 2 luminaires at 180° PTF2-P26-3-90-(F) 3 luminaires at 90° PTF2-P26-4-90-(F) 4 luminaires at 90° PTF2-P26-3-120-(F) 3 luminaires at 120° PureForm PTF3 (pole top fitter fits 3-3 1⁄2" OD x 6" depth tenon) PTF3-P26-1-90-(F) 1 luminaire at 90° PTF3-P26-2-90-(F) 2 luminaires at 90° PTF3-P26-2-180-(F) 2 luminaires at 180° PTF3-P26-3-90-(F) 3 luminaires at 90° PTF3-P26-4-90-(F) 4 luminaires at 90° PTF3-P26-3-120-(F) 3 luminaires at 120° PureForm PTF4 (pole top fitter fits 3 1⁄2-4" OD x 6" depth tenon) PTF4-P26-1-90-(F) 1 luminaire at 90° PTF4-P26-2-90-(F) 2 luminaires at 90° PTF4-P26-2-180-(F) 2 luminaires at 180° PTF4-P26-3-90-(F) 3 luminaires at 90° PTF4-P26-4-90-(F) 4 luminaires at 90° PTF4-P26-3-120-(F) 3 luminaires at 120° P26-SF-G2-(F) Slip Fitter Mount (fits to 2 3⁄8" O.D. tenon) P26-RAM-G2-(F) Retrofit Arm mount kit P26-WS-G2-(F) Wall mount with surface conduit rear entry permitted P26-BD-G2 Bird deterrent (F) = Specify finish 14. HIS not available with Type 5, 5W, and BLC optics. 15. DD option required P26 PureForm LED area medium P26_PureForm_area_medium 01/18 page 3 of 8 P26 PureForm LED area medium Predicted Lumen Depreciation Data Predicted performance derived from LED manufacturer’s data and engineering design estimates, based on IESNA LM-80 methodology. Actual experience may vary due to field application conditions.L70 is the predicted time when LED performance depreciates to 70% of initial lumen output. Calculated per IESNA TM21-11. Published L70 hours limited to 6 times actual LED test hours Ambient Temperature °C Driver mA Calculated L70 Hours L70 per TM-21 Lumen Maintenance % at 60,000 hrs 25°C up to 900 mA >100,000 hours >60,000 hours >88% Ordering Code Total LEDs LED Current (mA) Color Temp. Average System Watts Type 2 Type 3 Type 4 Lumen Output BUG Rating Efficacy (LPW) Lumen Output BUG Rating Efficacy (LPW) Lumen Output BUG Rating Efficacy (LPW) P26-48L-400-NW-G2-x 48 400 4000 60 8798 B2-U0-G2 146 8509 B2-U0-G2 142 8827 B2-U0-G2 147 P26-48L-500-NW-G2-x 48 500 4000 74 10755 B2-U0-G2 145 10401 B2-U0-G2 140 10789 B2-U0-G2 145 P26-48L-600-NW-G2-x 48 600 4000 89 12574 B3-U0-G2 141 12160 B2-U0-G2 137 12614 B2-U0-G3 142 P26-48L-700-NW-G2-x 48 700 4000 101 14305 B3-U0-G3 142 13834 B2-U0-G3 137 14351 B2-U0-G3 142 P26-64L-600-NW-G2-x 64 600 4000 114 16617 B3-U0-G3 145 16069 B2-U0-G3 141 16670 B3-U0-G3 146 P26-64L-700-NW-G2-x 64 700 4000 133 18806 B3-U0-G3 142 18186 B3-U0-G3 137 18866 B3-U0-G4 142 P26-64L-800-NW-G2-x 64 800 4000 153 21078 B3-U0-G3 138 20383 B3-U0-G4 134 21145 B3-U0-G4 139 P26-80L-700-NW-G2-x 80 700 4000 169 23764 B3-U0-G3 141 22981 B3-U0-G4 136 23840 B3-U0-G4 141 P26-80L-800-NW-G2-x 80 800 4000 192 26067 B3-U0-G3 136 25208 B3-U0-G4 132 26150 B3-U0-G4 137 P26-80L-900-NW-G2-x 80 900 4000 219 27986 B3-U0-G3 128 27064 B3-U0-G4 123 28076 B3-U0-G4 128 Ordering Code Total LEDs LED Current (mA) Color Temp. Average System Watts Type 5 Type 5W Type AFR Type BLC Lumen Output BUG Rating Efficacy (LPW) Lumen Output BUG Rating Efficacy (LPW) Lumen Output BUG Rating Efficacy (LPW) Lumen Output BUG Rating Efficacy (LPW) P26-48L-400-NW-G2-x 48 400 4000 60 9068 B3-U0-G2 151 9114 B4-U0-G2 152 9006 B2-U0-G1 150 6735 B0-U0-G2 112 P26-48L-500-NW-G2-x 48 500 4000 74 11083 B4-U0-G2 149 11141 B4-U0-G2 150 11009 B3-U0-G2 148 8233 B1-U0-G2 111 P26-48L-600-NW-G2-x 48 600 4000 89 12954 B4-U0-G2 146 13025 B4-U0-G2 146 12871 B3-U0-G2 145 9626 B1-U0-G2 108 P26-48L-700-NW-G2-x 48 700 4000 101 14736 B4-U0-G2 146 14819 B4-U0-G2 147 14643 B3-U0-G2 145 10951 B1-U0-G2 108 P26-64L-600-NW-G2-x 64 600 4000 114 17116 B4-U0-G2 150 17214 B5-U0-G3 151 17009 B3-U0-G2 149 12721 B1-U0-G2 111 P26-64L-700-NW-G2-x 64 700 4000 133 19369 B5-U0-G3 146 19481 B5-U0-G3 147 19249 B3-U0-G2 145 14396 B1-U0-G3 108 P26-64L-800-NW-G2-x 64 800 4000 153 21708 B5-U0-G3 142 21834 B5-U0-G3 143 21575 B3-U0-G2 141 16136 B1-U0-G3 106 P26-80L-700-NW-G2-x 80 700 4000 169 24474 B5-U0-G3 145 24617 B5-U0-G4 146 24325 B3-U0-G2 144 18192 B1-U0-G3 108 P26-80L-800-NW-G2-x 80 800 4000 192 26880 B5-U0-G3 140 27003 B5-U0-G4 141 26682 B3-U0-G3 139 19955 B1-U0-G3 104 P26-80L-900-NW-G2-x 80 900 4000 219 28872 B5-U0-G3 132 28991 B5-U0-G4 132 28647 B4-U0-G3 131 21425 B1-U0-G4 98 LED Wattage and Lumen Values Values from photometric tests performed in accordance with IESNA LM-79 and are representative of the configurations shown. Actual performance may vary due to installation and environmental variables, LED and driver tolerances, and field measurement considerations. It is highly recommended to confirm performance with a photometric layout. NOTE: Some data may be scaled based on tests of similar (but not identical) luminaires. Contact factory for configurations not shown. P26_PureForm_area_medium 01/18 page 4 of 8 P26 PureForm LED area medium Dimensions Standard Arm (AR) Weight: 27 Lbs (12.4 Kg) EPA: 0.26ft2 (.024m2) Retrofit Arm (RAM) Weight: 28 Lbs (12.7 Kg) EPA: 0.28ft2 (.026m2) 4 module configuration 3 module configuration Slip fitter (SF) Weight: 32 Lbs (14.6 Kg) EPA: 0.38ft2 (.035m2) Wall (WS) Weight: 30 Lbs. (13.7 Kg) EPA: 0.30ft2 (.028m2) Standard Arm (AR) drill pattern Retrofit arm (RAM) drill pattern 15.2" (38.7cm) 15.2" (38.7cm) 32.4" (82.4cm) 5.5" (14.1cm) 34.4" (87.4cm) 26.3" (66.8cm) 26.3" (66.8cm) 6.5" (16.5cm) 2.4" (6.0cm) 2" (5.1cm) 33.7" (85.6cm) 6.5" (16.5cm) 5.0" (12.7cm) 3.6" (9.0cm) 6.0" (15.2cm) 42.2" (107.1cm) 36.2" (91.9cm) 15.2" (38.7cm) 26.3" (66.8cm) 0.4" dia (1.0 cm) 0.4" (1.0 cm) 0.4" (1.0 cm) 1.0" dia (2.5 cm) 0.4" dia (1.0 cm)1.0" dia (2.5 cm) 1.0" (2.5 cm) 1.0" (2.5 cm)2.0" (5.1 cm) 1.0" (2.5 cm) 3" (7.6 cm) 5.2" (13.2 cm) 2.2" (5.6 cm) 3" (7.6 cm) 1.3" (3.3cm) 15.2" (38.7cm) 26.3" (66.8cm) 45° max. P26_PureForm_area_medium 01/18 page 5 of 8 Optical Orientation Information Standard Optic Position Luminaires ordered with asymmetric optical systems in the standard optic position will have the optical system oriented as shown below: Optic Rotated Right (270°) Optic Position Luminaires ordered with optical systems in the Optic Rotated Right (270°) optic position will have the optical system oriented as shown below (Type 5 and 5W optics are not available with factory set rotatable optics): Optic Rotated Left (90°) Optic Position Luminaires ordered with optical systems in the Optic Rotated Left (90°) optic position will have the optical system oriented as shown below (Type 5 and 5W optics are not available with factory set rotatable optics): Twin Luminaire Assemblies with Type-90/Type-270 Rotated Optical Systems Twin luminaire assemblies installed with rotated optical systems are an excellent way to direct light toward the interior of the site (Street Side) without additional equipment. It is important, however, that care be exercised to insure that luminaires are installed in the proper location. Street Side Street Side House Side House Side Curbline Curbline Right side of pole Left side of pole 0°0° 270°270° 90° 90° Note: The hand hole will normally be located on the pole at the 0° point. Note: The hand hole will normally be located on the pole at the 0° point. Right side of pole Left side of pole Street Side House Side Curbline Right side of pole Left side of pole 0° 270° 90° Note: The hand hole will normally be located on the pole at the 0° point. Note: The hand hole location will depend on the drilling configuration ordered for the pole. Luminaires with Optic Rotated Right (270°) are installed on the LEFT Side of Pole Luminaires with Optic Rotated Left (90°) are installed on the RIGHT Side of Pole Street Side House Side Curbline 0° Right side of pole Left side of pole Luminaire with Type-270 Luminaire with Type-90 180° P26 PureForm LED area medium P26_PureForm_area_medium 01/18 page 6 of 8 P26 PureForm LED area medium LLC3/LLCR3 Luminaire or remote mount controller with #3 lens LLC4/LLCR4 Luminaire or remote mount controller with #4 lens Specifications Housing Two-piece sealed enclosure with main part of the housing designed as the structural and heat sink frame enclosed by cover to give its unique form. It also includes integral arm and separate, self-retained hinged, one-piece die cast door frame. All die-cast parts made of low copper die cast aluminum alloy for a high resistance to corrosion. The sleek profile with optimized surface area allows housing to provide excellent convection heat transfer with minimum use of heat fins, giving the freedom to have a clean minimalist aesthetic design. Luminaire housing rated to IP66, tested in accordance to Section 9 of IEC 60598-1. Vibration resistance Luminaire is tested and rated 3G over 100,000 cycles conforming to standards set forth by ANSI C136.31-2010. Testing includes vibration in three axes, all performed on the same luminaire. Light engine Light engine comprises of a module of 16-LED aluminum metal clad board fully sealed with optics offered in multiples of 3, 4 and 5 modules or 48, 64 and 80 LEDs. Module is RoHS compliant. Color temperatures: 3000K +/- 125K, 4000K, 5000K +/- 200K. Minimum CRI of 70. Also available in 2700K and Amber (590nm) with extended lead times. Contact factory for details. LED light engine is rated IP66 in accordance to Section 9 of IEC 60598-1. Energy saving benefits System efficacy up to 150 lms/W with significant energy savings over Pulse Start Metal Halide luminaires. Optional control options provide added energy savings during unoccupied periods. Optical systems Type 2, 3, 4, 5, 5W, and AFR distributions available. Internal Shield option mounts to LED optics and is available with Type 2, 3, 4, and AFR distributions including a dedicated BLC optic to provide the best backlight control possible for those stringent requirements around property lines. Types 2, 3, 4, AFR, and BLC when specified and used as rotated, are factory set only. Performance tested per LM-79 and TM-15 (IESNA) certifying its photometric performance. Luminaire designed with 0% uplight (U0 per IESNA TM-15). Mounting Standard luminaire arm mounts to 4" O.D. round poles. Can also be used with 5” O.D. poles. Square pole adapter included with every luminaire. Round Pole Adapter (RPA) required for 3-3.9" poles. PureForm features a retrofit arm kit. When specified with the retrofit arm (RAM) option, PureForm seamlessly simplifies site conversions to LED by eliminating the need for additional pole drilling on most existing poles. RAM will be boxed separately. Also optional are slipfitter and wall mounting accessories. Control options 0-10V dimming (DD): Access to 0-10V dimming leads supplied through back of luminaire (for secondary dimming controls by others). Cannot be used with other control options. Dual Circuit Control (DCC): Luminaire equipped with the ability to have two separate circuits controlling drivers and light engines independently. Permits separate switching of separate modules controlled by use of two sets of leads, one for each circuit. Not recommended to be used with other control options, motion response, or photocells. SiteWise (SW): SiteWise system includes a controller fully integrated in the luminaire that enables the luminaires to communicate with a dimming signal transmitter cabinet located on site using Philips patented central dimming technology. A locally accessible mobile app allows users to access the system and set functionalities such as ON/OFF, dimming levels and scheduling. SiteWise is available with motion response options in order to bring the light back to 100% when motion is detected. Cannot be used with other control options or photocell options. Additional functionalities are available such as communication with indoor lighting and connection to BMS systems. Complete information on the control system can be found on the SiteWise website at philips.com/sitewise. Field Adjustable Wattage Selector (FAWS): Luminaire equipped with the ability to manually adjust the wattage in the field to reduce total luminaire lumen output and light levels. Comes pre-set to the highest position at the lumen output selected. Use chart below to estimate reduction in lumen output desired. Cannot be used with other control options or motion response. Automatic Profile Dimming (CS/CM/CE/CA): Standard dimming profile of 30% or 50% provide flexibility towards energy savings goals while optimizing light levels during specific dark hours. When used in combination with not programmed motion response it overrides the controller’s schedule when motion is detected. After 5 minutes with no motion, it will return to the automatic diming profile schedule. Automatic dimming profile scheduled with the following settings: • CS50/CS30: Security for 7 hours night duration (Ex., 11 PM - 6 AM) • CM50/CM30: Median for 8 hours night duration (Ex., 10 PM - 6 AM) • CE50/CE30: Economy for 9 hours night duration (Ex., 9 PM - 6 AM) • CA50/CA30: for all night (during all dark hours) Cannot be used with other control options. Wireless system (LLC): Optional wireless controller integral to luminaire ready to be connected to a Limelight system (sold by others). The system allows you to wirelessly manage the entire site, independent lighting groups or individual luminaires while on-site or remotely. Based on a high-density mesh network with an easy to use web-based portal, you can conveniently access, monitor and manage your lighting network remotely. Wireless controls can be combined with site and area, pedestrian, and parking garage luminaires as well, for a completely connected outdoor solution. Equipped with motion response with #3 lens (LLC3) for 8-25' mounting heights or #4 lens (LLC4) for 25- 40' mounting heights. Also available with remote pod accessory where pod is mounted separate from luminaire to pole or wall. FAWS Position Percent of Typical Lumen Output 1 25% 2 50% 3 55% 4 65% 5 75% 6 80% 7 85% 8 90% 9 95% 10 100% Note: Typical value accuracy +/- 5% 30' 27' 20' 12' 6'3' 3'6' 12' 20' 27' 30' 0'60' 0' 20' 10' 10' 20' 40'10' 20' 0' 15' 5' 0' 8' 0' 3' 3' 7'7'11'' 4 2' 1 124' 30' 20' 10' 10' 20' 0' 10' 0' 10' 20'20' 0' 10'10'20'20' 44 ft 27' 20' 12' 6' 3' 0 3' 6' 12' 20' 27' 30' 2 0 ' 18' 15' 12' 9' 6' 3' 0 3' 6' 9' 12' 15' 18' 20' 0' 27' 40' 50' 25' 0' 25' 50' 0' 50' 25' 25' 50' 100' 50' 40' 30' 20' 10' 0 10' 20' 30' 40' 50' 0' 10' 20' 30' 40' 3 0 ' 20' 12' 6' 0 6' 12' 20' 30' 30' 27' 20' 12' 6'3' 3'6' 12' 20' 27' 30' 0'60' 0' 20' 10' 10' 20' 40'10' 20' 0' 15' 5' 0' 8' 0' 3' 3' 7'7'11'' 4 2' 1 124' 30' 20' 10' 10' 20' 0' 10' 0' 10' 20'20' 0' 10'10'20'20' 44 ft 27' 20' 12' 6' 3' 0 3' 6' 12' 20' 27' 30' 2 0 ' 18' 15' 12' 9' 6' 3' 0 3' 6' 9' 12' 15' 18' 20' 0' 27' 40'50' 25' 0' 25' 50' 0' 50' 25' 25' 50' 100' 50' 40' 30' 20' 10' 0 10' 20' 30' 40' 50' 0' 10' 20' 30' 40' 3 0 ' 20' 12' 6' 0 6' 12' 20' 30' P26_PureForm_area_medium 01/18 page 7 of 8 Motion response options Bi-Level Infrared Motion Response (BL-IMRI): Motion Response module is mounted integral to luminaire factory pre-programmed to 50% dimming when not ordered with other control options. P50-IMRI is set/ operates in the following fashion: The motion sensor is set to a constant 50%. When motion is detected by the PIR sensor, the luminaire returns to full power/light output. Dimming on low is factory set to 50% with 5 minutes default in "full power" prior to dimming back to low. When no motion is detected for 5 minutes, the motion response system reduces the wattage by 50%, to 50% of the normal constant wattage reducing the light level. Other dimming settings can be provided if different dimming levels are required. This can also be done with FSIR-100 Wireless Remote Programming Tool (contact Technical Support for details). Infrared Motion Response with Other Controls: When used in combination with other controls (Automatic Dimming Profile and SiteWise), motion response device will simply override controller’s schedule with the added benefits of a combined dimming profile and sensor detection. In this configuration, the motion response device cannot be re-programmed with FSIR-100 Wireless Remote Programming Tool. The profile can only be re-programmed via the controller. Infrared Motion Response Lenses (IMRI3/IMRI7): Infrared Motion Response Integral module is available with two different sensor lens types to accommodate various mounting heights and occupancy detection ranges. Lens #3 (IMRI3) is designed for mounting heights up to 20’ with a 40’ diameter coverage area. Lens #7 is designed for higher mounting heights up to 40’ with larger coverage areas up to 100’ diameter coverage area. See charts for approximate detection patterns: Infrared Motion Response Outboard (IMRO): Infrared Motion Response Outboard combines the benefits of both automatic profile dimming and motion response. PIR sensor features a pole mounted motion sensor per pole (order MS-A-120 or MS-A-277 separately). IMRO sensors require single voltage 120V or 277V input. If motion is detected during the time that the luminaire is operating at profile dimming mode specified, the luminaire returns to 100% power and light output. The luminaire remains on high until no motion is detected for the duration period, after which the luminaire returns back to automatic profile dimming. Duration period is factory set at 15 minutes, and is field adjustable from 5 minutes up to 15 minutes. The area motion detector provides coverage equal to up to 6 times the sensor height above ground, 270° from the front-center of the sensor (see chart for approximate detection patterns). Pole Details: IMRO requires that the pole include additional hand hole 15 feet above the pole base, normally oriented 180° to the standard hand hole. For Philips Gardco poles, order the pole with the Motion Sensor Mounting (MSM) option which includes the hand hole and a special hand hole cover plate for the sensor with a 1/2" NPT receptacle centered on the hand hole cover plate into which the motion sensor mounts. Once the motion sensor is connected to the hand hole cover plate, then wiring connections are completed in the pole. The plate (complete with motion sensor attached and wired) is then mounted to the hand hole. If poles are supplied by others, the customer is responsible for providing suitable mounting accommodations for the motion sensor in the pole (see Gardco Poles specification sheets for more information). Electrical Twist-Lock Receptacle (TLRD5/TLRD7/ TLRPC): Twist Lock Receptacle with 5 pins enabling dimming or with 7 pins with additional functionality (by others) can be used with a twistlock photoelectric cell or a shorting cap. Dimming Receptacle Type B (5-pin) and Type D-24 (7-pin) in accordance to ANSI C136.41. Can be used with Philips or third-party control system. Receptacle located on top of luminaire housing. When specifying receptacle with twistlock photoelectric cell, voltage must be specified. Driver: Driver efficiency (>90% standard). 120-480V available (restrictions apply). Open/short circuit protection. Optional 0-10V dimming to 10% power. RoHS compliant. Button Photocontrol (PCB): Button style design for internal luminaires mounting applications. The photocontrol is constructed of a high impact UV stabilized polycarbonate housing. Rated voltage of 120V or 208-277V with a load rating of 1000 VA. The photocell will turn on with 1-4Fc of ambient light. Surge protection (SP1/SP2): Each luminaire is provided as standard with surge protector tested in accordance with ANSI/IEEE C62.45 per ANSI/ IEEE C62.41.2 Scenario I Category C High Exposure 10kV/5kA waveforms for Line Ground, Line Neutral and Neutral Ground, and in accordance with U.S. DOE (Department of Energy) MSSLC (Municipal Solid-State Street Lighting Consortium) Model Specification for LED Roadway Luminaires Appendix D Electrical Immunity High Test Level 10kV / 5kA. Optional 20kV is available for additional protection. Specifications (cont'd) 30' 27' 20' 12' 6'3' 3'6' 12' 20' 27' 30' 0'60' 0' 20' 10' 10' 20' 40'10' 20' 0' 15' 5' 0' 8' 0' 3' 3' 7'7'11'' 4 2' 1 124' 30' 20' 10' 10' 20' 0' 10' 0' 10' 20'20' 0' 10'10'20'20' 44 ft 27' 20' 12' 6' 3' 0 3' 6' 12' 20' 27' 30' 2 0 ' 18' 15' 12' 9' 6' 3' 0 3' 6' 9' 12' 15' 18' 20' 0' 27' 40' 50' 25' 0' 25' 50' 0' 50' 25' 25' 50' 100' 50' 40' 30' 20' 10' 0 10' 20' 30' 40' 50' 0' 10' 20' 30' 40' 3 0 ' 20' 12' 6' 0 6' 12' 20' 30' IMRI3 Luminaire or remote mount controllerwith #3 lens IMRI7 Luminaire or remote mount controller with #7 lens 30' 27' 20' 12' 6'3' 3'6' 12' 20' 27' 30' 0'60' 0' 20' 10' 10' 20' 40'10' 20' 0' 15' 5' 0' 8' 0' 3' 3' 7'7'11'' 4 2' 1 124' 30' 20' 10' 10' 20' 0' 10' 0' 10' 20'20' 0' 10'10'20'20' 44 ft 27' 20' 12' 6' 3' 0 3' 6' 12' 20' 27' 30' 2 0 ' 18' 15' 12' 9' 6' 3' 0 3' 6' 9' 12' 15' 18' 20' 0' 27' 40'50' 25' 0' 25' 50' 0' 50' 25' 25' 50' 100' 50' 40' 30' 20' 10' 0 10' 20' 30' 40' 50' 0' 10' 20' 30' 40' 3 0 ' 20' 12' 6' 0 6' 12' 20' 30' 90° 9.5ft(3m)25ft(8m)52.5ft(16m) 8ft(2.4m) 9.5ft(3m)25ft(8m)52.5ft(16m) 8ft(2.4m) 90° 1H 3H 6H 270° Front Coverage Distances are approximate. H = height above ground90° 9.5ft(3m)25ft(8m)52.5ft(16m) 8ft(2.4m) 9.5ft(3m)25ft(8m)52.5ft(16m) 8ft(2.4m) Height P26 PureForm LED area medium P26_PureForm_area_medium 01/18 page 8 of 8 © 2017 Philips Lighting Holding B.V. All rights reserved. Philips reserves the right to make changes in specifications and/or to discontinue any product at any time without notice or obligation and will not be liable for any consequences resulting from the use of this publication. philips.com/luminaires Philips Lighting North America Corporation 200 Franklin Square Drive, Somerset, NJ 08873 Tel. 855-486-2216 Philips Lighting Canada Ltd. 281 Hillmount Rd, Markham, ON, Canada L6C 2S3 Tel. 800-668-9008 Listings UL/cUL wet location listed to the UL 1598 standard, suitable for use in ambient temperatures from -40° to 40°C (-40° to 104°F). Most PureForm P26 configurations are qualified under Premium DesignLights Consortium® category. Consult DLC Qualified Products list for more details. Finish Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. The surface treatment achieves a minimum of 1000 hours for salt spray resistant finish in accordance with testing performed and per ASTM B117 standard. Standard colors include bronze (BZ), black (BK), white (WH), dark gray (DGY), and medium gray (MGY). Consult factory for specs on optional or custom colors. Warranty PureForm luminaires feature a 5-year limited warranty. See philips.com/warranties for complete details and exclusions. Specifications (cont'd) P26 PureForm LED area medium Couplings Indicate size (1/2", 3/4", 1 ", 1 1/4", 1 1/2". ) Indicate height above base and orientation to hand hole. See Pole Orientataion Information on Page 4. Cl Coupling - Internal thread FES Ahh Festoon Outlet Additional Hand Hole Single Mount Bullhorn Brackets Indicate height above base and orientation to hand hole. See Pole Orientation Information on Page 4. gM-080-19 Single - 1.9" OD gM-080-24 Single - 2.4" OD Motion Response Provisions gMR Provision for Gardco HID Motion Response System Minimum Pole Height is 18'. Includes a 1/2" coupling placed 180° to the hand hole, 12' above the pole base. MSM Motion Sensor Mounting Provision for LED Luminaires available with Motion Response Minimum Pole Height is 18'. Includes a special hand hole with 1/2" coupling placed in the cover plate, 180° to the hand hole, 15' above the pole base. For Festoon Outlets and Additional Hand Holes, indicate height above base and orientation to original hand hole. See Pole Orientation Information on Page 4. Refer to Steel Pole Accessories sheet 79415-26 for additional accessories. Job: Type: Notes: Poles 4" Straight Square SteelPage 1 of 4 The Philips Gardco SSS straight steel pole consists of a one-piece square fabricated steel lighting standard. The carbon steel base plate is secured to the shaft with a continuous circumferential weld providing excellent strength and integrity. The poles are finished with an electrostatically applied, thermally cured TGIC polyester powdercoat. All poles include anchor bolts, full base cover, hand hole, ground lug and top cap. SSS4 PREFIX FInISh 1611 Clovis Barker Road, San Marcos, TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 sitelighting.com © 2011 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company’s continuing product improvement program. 79415-17/0611 hEIghT SIzE 4" dRIllIng PP Prime Painted BRP Bronze Paint BlP Black Paint WP White Paint nP Natural Aluminum Paint gV Galvanized (No Paint) FPgV Finished Paint over Galvanized (specify color) OC Optional Color Paint Specify RAL designation ex: OC-RAL7024. SC Special Color Paint Specify. Must supply color chip. OPTIOnS d1 d2 d2@90 d3 d4 T2 T4 1 Way 2 Way 2 Way at 90° 3 Way 4 Way 2 3/8" OD Tenon 4" OD Tenon 10' 12' 14' 15' 18' 20’ 24’ 25’ 30’ gAugE 7 11 PREFIX hEIghT SIzE dRIllInggAugE FInISh OPTIOnS Enter the order code into the appropriate box above. Note: Philips Gardco reserves the right to refuse a configuration. Not all combinations and con- figurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. Poles 1611 Clovis Barker Road, San Marcos, TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 sitelighting.com © 2011 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company’s continuing product improvement program. 79415-17/0611 4" Straight Square SteelPage 2 of 4 POlE dATA dIMEnSIOnS 1. Warning: Additional wind loading, in terms of EPA, from banners, cameras, floodlights and other accessories attached to the pole, must be added to the luminaire(s) EPA before selecting the pole with the appropriate wind load capability. 2. Factory supplied template must be used when setting anchor bolts. Philips Gardco will not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates. CATAlOg nuMBER POlE SIzE MAXIMuM luMInAIRE lOAdIng1 AnChOR BOlT dATA2hIgh WInd COndITIOnS nORMAl WInd COndITIOnS 130 MPh 120 MPh 110 MPh 100 MPh 90 MPh 80 MPh PREFIX hEIghT (FT.) POlE SIzE (inches)gAugE EPA FT2 Max Weight (lbs) EPA FT2 Max Weight (lbs) EPA FT2 Max Weight (lbs) EPA FT2 EPA FT2 EPA FT2 BOlT CIRClE (inches) BOlT SIzE (inches) MAX PROJ. (inches) SSS 10 4 11 9.9 248 12.0 300 14.5 363 18.9 23.9 30.6 8.0" 3/4 x 17 x 3 4.0" SSS 12 4 11 7.4 185 9.2 230 11.3 283 14.8 18.8 24.4 8.0" 3/4 x 17 x 3 4.0" SSS 14 4 11 5.5 138 7.0 175 8.8 220 11.7 15.1 19.9 8.0" 3/4 x 17 x 3 4.0" SSS 15 4 11 3.8 95 5.0 125 6.7 168 8.9 11.8 15.9 8.0" 3/4 x 17 x 3 4.0" SSS 18 4 11 2.3 58 3.5 88 4.8 120 6.7 9.2 12.6 8.0" 3/4 x 17 x 3 4.0" SSS 20 4 11 --1.9 48 3.3 83 4.5 6.7 9.6 8.0" 3/4 x 17 x 3 4.0" SSS 20 4 7 4.3 108 5.6 140 7.4 185 8.8 11.8 16.0 8.0" 3/4 x 17 x 3 4.0" SSS 25 4 11 ------1.0 2.6 4.8 8.0" 3/4 x 17 x 3 4.0" SSS 25 4 7 1.6 40 2.6 65 3.8 95 5.4 7.7 10.8 8.0" 3/4 x 17 x 3 4.0" SSS 30 4 7 ----1.2 50 2.6 4.4 6.7 8.0" 3/4 x 17 x 3 4.0" Cut hole in template 1/16" larger than diam- eter of anchor bolts used. SSS4 Pole Section Base Conduit opening 3.64" ( 9.245cm) 4.0" Max. (10.16cm) SSS4 Pole Top Nuts (4) Flat Washers (8) Leveling Nuts (4) Grout as required after leveling pole** Concrete footing to suit soil conditions Base Cover 3/4" Anchor Bolts (4) 8" Bolt Circle (20.32cm) Lock Washer* (See Note Below) *Anchor Bolt Lock Washers are not normally required and are not included in standard anchor bolt sets. They are available upon request at additional cost. ** grouting should include a drainage slot or tube (by others) to permit water to drain from the base of the pole. Failure to provide drainage may weaken the pole base structure over time and may result in pole base failure, for which Philips gardco is not responsible. nOTE: Factory supplied template must be used when setting anchor bolts. Philips gardco will not honor any claim for incorrect anchorage placement from failure to use factory supplied templates. dESIgn: The poles as charted are designed to withstand dead loads and predicted dynamic loads developed by variable wind speeds with an additional 30% gust factor under the following conditions: The charted weights include luminaire(s) and/or mounting bracket(s). The wind velocities are based on 10 mph increments from 80 mph through 100 mph. Poles to be located in areas of known abnormal conditions may require special consideration. For example: coastal areas, airports and areas of special winds. Poles are designed for ground mounted applications. Poles mounted on structures (such as buildings and bridges) may also necessitate special consideration requiring Philips Gardco’s recommendation. Height correction factors and drag coefficients are applied to the entire structure. An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole. WARnIng: This design information is intended as a general guideline only. The customer is solely responsible for proper selection of pole, luminaire, accessory and foundation under the given site conditions and intended usage. The addition of any items to the pole, in addition to the luminaire, will dramatically impact the EPA load on that pole. It is strongly recommended that a qualified professional be consulted to analyze the loads given the user’s specific needs to ensure proper selection of the pole, luminaire, accessories, and foundation. Philips Gardco assumes no responsibility for such proper analysis or product selections. Failure to insure proper site analysis, pole selection, loads and installation can result in pole failure, leading to serious injury or property damage. gEnERAl InFORMATIOn: Mounting height is the vertical distance from the base of the lighting pole to the center of the luminaire arm at the point of luminaire attachment.Twin arms as charted are oriented at 180° with respect to each other. For applications of two (2) arms at 90° or other multiple arm applications, consult the factory. WARRAnTY: Philips Gardco poles feature a 1 year limited warranty. See Warranty Information on www.sitelighting.com for complete details and exclusions. gEnERAl POlE InFORMATIOn POlE ShAFT: The pole shaft is fabricated from a single-piece of 11 ga (.1196”) or 7 ga (.1793”) commercial carbon steel. The formed steel plate is longitudinally welded providing minimum yield strength of 46 KSI. AnChOR BASE: The pole anchor base is fabricated from A-36 structural quality carbon steel with a minimum yield strength of 36 KSI. The base plate telescopes the pole shaft and is circumferentially welded on both top and bottom. AnChOR BOlTS: Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 psi. Bolts have an “L” bend on one end and threaded on the opposite end. Anchor bolts are galvanized a minimum of 12” on the threaded end. Four (4) properly sized bolts, each furnished with two (2) regular hex nuts and two (2) flat washers, are provided per pole, unless otherwise specified. BASE COVER: A two-piece base cover completely conceals the entire base plate and anchorage. hAnd hOlE: The reinforced hand hole has a nominal rectangular 2” X 4” inside opening in the pole shaft. Included is a cover plate with attachment screws. The hand hole is located 18” above the base and 180° clockwise with respect to the luminaire arm when viewed from the top of the pole for one arm. For two arms the hand hole is located directly under one arm. POlE TOP CAP: Each pole assembly is provided with a removable pole top cap. FInISh: Poles are available with a bronze, natural, white or black electrostatically applied, thermally cured TGIC polyester powdercoat finish. STOCK POlES: Poles provided from stock under the Quick Ship program are drilled for four (4) luminaires at 90° with three (3) hole sets plugged. Page 3 of 4 Poles 4" Straight Square Steel SPECIFICATIOnS 1611 Clovis Barker Road, San Marcos, TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 sitelighting.com © 2011 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company’s continuing product improvement program. 79415-17/0611 HAND HOLE 0° 270° 180° 90° HAND HOLE 0° 270° 180° 90° d1 Drilled for Single Luminaire d2 Drilled for 2 Luminaires at 180° d3 Drilled for 3 Luminaires @ 90° 300° from Hand Hole 60° from Hand Hole For Factory Installed Options and Accessories, Specify Orientation from Hand Hole and Height Above Pole Base Where Required. Height Above Pole Base HAND HOLE 0° 270° 180° 90° 0° 270° 180° 90° HAND HOLE 0° 270° 180° 90° HAND HOLE 270° 180° 90° HAND HOLE 270° 180° 90° D2 D2 D3 D3 D3 D4 D4 D4 D4 D1 D2@90 D3@120 D2@90 D3@12 0 d4 Drilled for 4 Luminaires at 90° d2@90 Drilled for 2 Luminaires at 90° d3@120 Drilled for 3 Luminaires at 120° D3 @ 1 2 0 Orientation is measured clockwise from the Hand Hole Center. Luminaire location STANDARD ARM MOUNT LUMINAIRE ORIENTATION FACTORY INSTALLED OPTIONS AND ACCESSORIES ORIEnTATIOn InFORMATIOn HAND HOLE 0°0° Poles 1611 Clovis Barker Road, San Marcos, TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 sitelighting.com © 2011 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company’s continuing product improvement program. 79415-17/0611 4" Straight Square SteelPage 4 of 4 NOTE: POST TO BE SET IN CONCRETE 3'-0" BELOW FINISH GRADE 13'-4" 12'-0" INSIDE CLEAR 12 ' - 0 " I N S I D E C L E A R 8/A1.1 SPLIT-FACE CMU SCREENING WALL 6" Ø PIPE BOLLARDS PAINTED SAFETY YELLOW TYP. REF: 4/A1.1 GATES TO OPEN 120 DEGREES 1 1/4"Ø HOLE IN PAVING - 6" DEEP TO RECEIVE CANE BOLTS 1" DIA. (24" HIGH) CANE BOLTS 16 GA. SHEET METAL WELDED TO TUBE FRAMING AND PAINTED TO MATCH CMU 4"X4" GALVANIZED STL. POST PAINTED TO MATCH CMU WALL W/ WELDED CAP GRIND SMOOTH SLOPE PAVING TO GATE (18" PER 1'-0", MIN) 13 ' - 0 " 6" Ø PIPE BOLLARDS PAINTED SAFETY YELLOW TYP. REF: 4/A1.1 3/A1.1 2/ A 1 . 1 REF. CIVIL / STRUCTURAL DRAWINGS FOR EXTENT OF HEAVY DUTY PAVING 4'-0" 2'-7" 1' - 9 " PROVIDE 3 HEAVY DUTY HINGES PER GATE 1 1/4"Ø HOLE IN PAVING - 6" DEEP TO RECEIVE CANE BOLTS PROVIDE LATCH & PLATE ASSEMBLY AT GATES TO ALLOW FOR PADLOCK LOCKING 1" DIA. (24" HIGH) CANE BOLTS SPLIT FACE CMU SCREENING WALL (TO MATCH BUILDING STONE) FINISH GRADE 2"x2"x1/8" STL. TUBE FRAME & BRACING 4" GALVANIZED STANDARD STL. PIPE POST PAINTED TO MATCH CMU W/ WELDED CAP, GRIND SMOOTH 16 GA. SHEET METAL WELDED TO TUBE FRAMING AND PAINTED 6"Ø PIPE BOLLARDS PAINTED SAFETY YELLOW TYP. REF: 4/A1.1 PRECAST STONE CAP PROVIDE 3 HEAVY DUTY HINGES PER GATE 8' - 0 " 6" 12'-0" CLEAR W/ DOORS OPEN PROVIDE LATCH & PLATE ASSEMBLY AT GATES TO ALLOW FOR PADLOCK LOCKING FINISH GRADE SPLIT FACE CMU SCREENING WALL (TO MATCH BUILDING STONE) 8' - 0 " PRECAST STONE CAP; HEAD & BED JOINTS BACKED & SEALED; UNDERLAYMENT BENEATH CAP 13'-0" 4" GALVANIZED STANDARD STL. PIPE POST PAINTED TO MATCH CMU W/ WELDED CAP, GRIND SMOOTH 6"Ø PIPE BOLLARDS PAINTED SAFETY YELLOW TYP. REF: 4/A1.1 1'-6" - VERIFY W/ STRUCT. 8' - 0 " 4" SPLIT-FACE CMU SCREEN WALL - COLOR TO MATCH BUILDING STONE (SPLIT-FACE TOWARD EXTERIOR) FOUNDATION - REF. STRUCT. CAST STONE WALL CAP; HEAD & BED JOINTS BACKED & SEALED UNDERLAYMENT BENEATH CAP 1"1" SITE DETAILS A1.1 ISSUE BLOCK DOC. DATE: DRAWN BY: CHECKED BY: JO B N U M B E R : 04/30/2018 JMB NKC 17 - 1 0 9 . 0 1 A T T S XETEFO SA N .K R I S C AL V E R T 2311 0 R E G I S T E R E D ARC H I T E C T SO U T H L A K E M E D I C A L O F F I C E B U I L D I N G 14 8 0 C O R P O R A T E C I R C L E SO U T H L A K E , T X 7 6 0 9 2 urban bobcat ARCHITECTS TM 916 BRYAN AVENUE, SUITE 104 FORT WORTH, TX 76104 WWW.URBANBOBCAT.COM info@urbanbobcat.com PRELIMINARY - NOT FOR CONSTRUCTION ZA18-0005 N scale:A1.1 2 DUMPSTER ELEVATION 1/4" = 1'-0"scale:A1.1 1 DUMPSTER PLAN 1/4" = 1'-0"scale:A1.1 3 DUMPSTER ELEVATION 1/4" = 1'-0"scale:A1.1 4 DUMPSTER WALL DETAIL 3/4" = 1'-0"