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Item 6B - PlansDATE:JOB NO.© WRA Architects, Inc. 2021PROJECT NAME:PROJECT ADDRESS:WRA Architects, Inc.12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com CONSTRUCTION MANAGERTECHNOLOGY CONSULTANTMPE ENGINEERSTRUCTURAL ENGINEERROOFING CONSULTANTLANDSCAPE ARCHITECTCIVIL ENGINEERARCHITECTWRA Architects, Inc.214-750-0077 www.wraarchitects.comOWNERThe Clariden School (682) 237-0400 ww w . c l a r i d e n s c h o o l . o r g Apex Roofing Technology 214 -669 -9298 www.theartofroofing.netAdams Engineers & Development Consultants 817 -328 -3200 adams -engineering.com Steele & Freeman, Inc.817 -232 -4742 www.steelefreeman.comTrue North Consulting Group, LLC 214 -428 -7744 www.tncg.comMeza Engineering, Inc.214 -428 -7744 www.mezaengin eering.comPonce Fuess Engineering. LLC 469 -310 -2850 www.ponce -fuess.comAdams Engineers & Deve lopmet Consultants 817 -328 -3200 adams -engineering.com A1COVER04/05/20211947STEAM ADDITION 100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092 NO T F O R C O N S T R U C T I O N - S I T E P L A N PA C K A G E A P R I L 5 , 2 0 2 1 L A N D S C A P E L1 . 0 L a n d s c a p e P l a n A R C H I T E C T U R A L A1 C O V E R A2 F l o o r P l a n A3 E l e v a t i o n s & R e n d e r i n g s C I V I L C1 . 2 T o p o g r a p h i c S u r v e y C4 . 0 O v e r a l l S i t e P l a n C4 . 1 S i t e P l a n C5 . 0 G r a d i n g P l a n C5 . 1 G r a d i n g I n s e t s C6 . 0 E x i s t i n g D r a i n a g e A r e a M a p C6 . 1 P r o p o s e d D r a i n a g e A r e a M a p C7 . 0 U t i l i t y P l a n RE F . RE F FD FD FD FD FD F D FD FD FD PARTITION SYMBOL LEGEND Partition Type -See schedule sheet A302 U -Uninsulated I - Insulated with 3" Sound Attenuation Batt Insulation Regardless of Cavity Size S - Sound partition insulated with Sound Attenuation Batt Insulation same thickness as cavity size. Provide acoustical sealant bead between top of stud runner and structure and between bottom stud track and floor. Provide acoustical sealant bead around all wall penetrations. Offset back to back outlets by one stud cavity. Refer to STC Rating on Partition Schedule for required STC value. D -Extend wall to underside of structural deck C -Top of wall to extend to 12" above finished ceiling height H -Half wall, refer to floor plan for wall height. N -Non -rated partition S -Construction capable of resisting the passage of smoke, run drywall on room side continuous to deck and fire seal.1 -1 Hour partition 2 -2 Hour partition 3 -3 Hour partition 4 -4 Hour partitionA4UDN 1 2 3 4 6 A B G J 5 C PR E P RO O M 70 3 A CL A S S R O O M 70 4 MA K E R SP A C E 70 6 CL A S S R O O M 70 1 CL A S S R O O M 70 2 SC I E N C E LA B 70 3 OF F I C E 71 5 CO M P R E S S O R RO O M 70 6 A LO B B Y C7 0 0 B RI S E R 71 9 3 7 ' - 4 " 4 6 ' - 9 3 / 4 " 9 ' - 9 1 / 2 5 6 " 2 3 ' - 5 2 5 5 / 2 5 6 " 12 ' - 4 " CU S T O D I A L 71 7 RR 71 3 RR 71 2 KI T C H E N E T T E / LO U N G E C7 0 3 CL A S S R O O M 70 5 RR 1 71 1 RR 2 71 0 RR 3 70 9 RR 4 70 8 CH E M I C A L ST O R A G E 70 3 B ST O R A G E 70 7 CO R R I D O R C7 0 1 TH I N K TA N K C7 0 2 12 ' - 0 " 2 3 ' - 6 1 / 4 " 9 ' - 8 1 / 2 " 2 3 ' - 6 " 1 4 ' - 0 " 84 ' - 0 " 37' - 4"81' - 4" 37 ' - 1 0 " 6' - 4 " 39 ' - 1 0 " MA T E R I A L ST O R A G E 70 6 B ST O R A G E 71 8 EL E C T R I C A L 71 4 ID F 71 6 C7 0 1 B A 7 1 6 A 7 1 4 A 7 1 3 A 7 1 2 A 7 1 5 A 7 0 6 B A7 0 5 A7 1 8 A7 0 7 A 7 0 8 A 7 0 9 A 7 1 0 A 7 1 1 A7 0 3 B A 7 0 3 D A 7 0 3 C A7 0 3 A A7 1 9 A 7 0 6 A A7 0 4 A7 0 6 A7 0 2 A 7 0 1 C 7 0 1 A C 7 0 0 A7 1 7 A 6 I D N A4 SD N A 4 S D N A 6 I D N A4 ID S A4 ID S A4 ID S A4 ID N A4 ID N A4 ID N A 4 I D N A 4 I D N A4 ID N A4 ID N A 4 I D N A4 ID N A 4 I D N A4 SD N A4 ID S A 4 I D N 1 1 8 ' - 8 " 2 6 ' - 0 " 6 ' - 4 " 4 ' - 0 " 3 ' - 4 " 4 ' - 0 " 5 ' - 4 " 4 ' - 0 " 8 ' - 0 " 2 0 ' - 4 " 4 ' - 0 " 5 ' - 4 " 2 8 ' - 0 " 2 8 ' - 8 " 3 ' - 4 " 5 ' - 4 " 7 ' - 8 " 5 ' - 4 " 4 ' - 0 " 5 ' - 4 " 2 6 ' - 8 " 6 ' - 4 " 4 ' - 0 " 5 ' - 4 " 4 ' - 0 " 5 ' - 4 " 7 ' - 4 " 118' - 8" 12 ' - 0 " 14 ' - 0 " 58 ' - 0 " 4' - 8 " 5' - 4 " 4' - 0 " 5' - 4 " 6' - 6 " 6' - 4 " 6' - 6 " 5' - 4 " 4' - 0 " 5' - 4 " 4' - 8 " 3' - 7 7 / 1 6 " 8' - 0 " 3' - 7 7 / 1 6 " 1 1 ' - 0 " 9 1 / 8 " 5 A5 0 1 1 2 3 4 5 6 A B C G JDEFH KBB 3 A5 0 3 3 A5 0 2 3 A5 0 1 6 A5 0 1 6 A5 0 2 3 / A 7 1 1 1 / A 7 1 1 3 A421 3 A4 2 1 2 A4 2 1 2 A4 2 1 5 A5 0 2 4 A5 0 2 FED H BB K 1 A5 0 2 6/ A 3 0 2 2 A5 0 3 4 A5 0 3 1 A5 0 3 THIS PRELIMINARY DRAWING IS RELEASED UNDER THE AUTHORITY OF ROBERT RAMIREZ JR., T.B.A.E. REGISTRATION NO. 19153.NOTE:THIS SHEET OF DRAWINGS IS INCOMPLETE AND SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT APPLICATION, OR CONSTRUCTION.DATE:JOB NO.© WRA Architects, Inc. 2021REVISIONS:WRA Architects, Inc.12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 4 / 5 / 2 0 2 1 3 : 1 1 : 4 9 P M A2Floor Plan04/05/20211947NOT FOR CONSTRUCTION - SITE PLAN PACKAGE 100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092 1/ 8 " = 1 ' - 0 " 1 Fl o o r P l a n - C i t y D e v e l o p m e n t PL A N N O R T H 0' 8' 16 ' 4' 32 ' No. D a t e MASONRY LEGEND BRICK TYPE 1 (STRETCHER)BRICK TYPE 2 (SOLDIER)STONE TYPE 1 STONE TYPE 2 NOTE:1.) ALL BUILDING E.J. TO BE 1" UNLESS OTHERWISE NOTED 2.) EXPANSION JOINT IN MASONRY VENEER TO BE 3/8" TYPICAL UNLESS OTHERWISE NOTED 3.) 1/2" EXPANSION JOINT FILLER ON BOTH ENDS OF ALL STEEL LINTEL ANGLES Le v e l 1 10 0 ' - 0" 1 2 3 4 6 5 Ro o f L i n e 11 6 ' - 0" 3 ' - 4 " 4 ' - 8 " 6' - 4"3' - 4"8' - 0"8' - 0" 2/ A 3 LI G H T B O L L A R D PR E F I N I S H E D M E T A L GU T T E R A N D DO W N S P O U T ME T A L S T A N D I N G SE A M R O O F EX T E R I O R W A L L LI G H T PR E F I N I S H E D M E T A L ST A N D I N G S E A M CA N O P Y BR I C K T Y P E 1 CA S T S T O N E S I L L BR I C K T Y P E 2 CA S T S T O N E ME D A L L I O N WI N D O W S Y S T E M DO O R S Y S T E M ST O N E T Y P E 1 NO T E : FA C A D E S M E E T T H E M A S O N R Y OR D I N A N C E R E Q U I R E M E N T S Le v e l 1 10 0 ' - 0" A B G J C Ro o f L i n e 11 6 ' - 0" 4' - 8"3' - 4" 8 ' - 0 " 8' - 0"6' - 4"3' - 4"1' - 2"2' - 10"12' - 0"LIGHT BOLLARD PR E F I N I S H E D M E T A L GU T T E R A N D DO W N S P O U T ME T A L S T A N D I N G SE A M R O O F EX T E R I O R W A L L LI G H T PR E F I N I S H E D M E T A L RO O F L A D D E R BR I C K T Y P E 1 CA S T S T O N E S I L L BR I C K T Y P E 2 WINDOW SYSTEM DO O R S Y S T E M STONE TYPE 1 PREFINISHED METAL STANDING SEAM CANOPY EX T E R I O R W A L L LI G H T OV E R H E A D D O O R S Y S T E M METAL STANDING SEAM ROOF NOTE:FACADES MEET THE MASONRY ORDINANCE REQUIREMENTS PR E F I N I S H E D M E T A L ST A N D I N G S E A M C A N O P Y F E D H BB K 2/ A 5 0 3 Le v e l 1 10 0 ' - 0" 1 2 3 4 6 5 Ro o f L i n e 11 6 ' - 0" 7 ' - 4 " 9' - 2" PR E F I N I S H E D M E T A L GU T T E R A N D DO W N S P O U T ME T A L S T A N D I N G SE A M R O O F EX T E R I O R W A L L LI G H T PR E F I N I S H E D M E T A L ST A N D I N G S E A M CA N O P Y BR I C K T Y P E 1 CA S T S T O N E S I L L EXISTING BUILDING WI N D O W S Y S T E M STEEL COLUMNS PREFINISHED METAL ROOF LADDER 8 ' - 0 " 8 ' - 0 " PR E F I N I S H E D M E T A L CO P I N G PREFINISHED METAL STANDING SEAM CANOPY NOTE:FACADES MEET THE MASONRY ORDINANCE REQUIREMENTS EX T E R I O R W A L L LI G H T Le v e l 1 10 0 ' - 0" A B G J C Ro o f L i n e 11 6 ' - 0" 4' - 8"3' - 4"7' - 4" 9 ' - 8 " 1 ' - 2 " 2 ' - 1 0 " 4 ' - 0 " 8 ' - 0 " LI G H T B O L L A R D PR E F I N I S H E D M E T A L GU T T E R A N D DO W N S P O U T ME T A L S T A N D I N G SE A M R O O F ST O N E T Y P E 1 PR E F I N I S H E D M E T A L ST A N D I N G S E A M CA N O P Y BR I C K T Y P E 1 CA S T S T O N E S I L L WINDOW SYSTEM DO O R S Y S T E M PREFINISHED METAL ROOF LADDER EXTERIOR WALL LIGHT NOTE:FACADES MEET THE MASONRY ORDINANCE REQUIREMENTS F E D H BB K BR I C K T Y P E 2 EX T E R I O R W A L L LI G H T 6' - 4"1' - 9"10" STEEL LETTERING, PAINTED BLACK STEEL PLATE WITH 8" LETTERING CUTOUT, PAINTED BLACK10"7 3/4"THIS PRELIMINARY DRAWING IS RELEASED UNDER THE AUTHORITY OF ROBERT RAMIREZ JR., T.B.A.E. REGISTRATION NO. 19153.NOTE:THIS SHEET OF DRAWINGS IS INCOMPLETE AND SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT APPLICATION, OR CONSTRUCTION.DATE:JOB NO.© WRA Architects, Inc. 2021REVISIONS:WRA Architects, Inc.12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 4 / 5 / 2 0 2 1 3 : 1 2 : 2 1 P M A3Elevations & Renderings04/05/20211947NOT FOR CONSTRUCTION - SITE PLAN PACKAGE 100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092 1/ 8 " = 1 ' - 0 " 1 El e v a t i o n - S o u t h - C i t y D e v e l o p m e n t 1/ 8 " = 1 ' - 0 " 3 El e v a t i o n - W e s t - C i t y D e v e l o p m e n t 1/ 8 " = 1 ' - 0 " 4 El e v a t i o n - N o r t h - C i t y D e v e l o p m e n t 1/ 8 " = 1 ' - 0 " 5 El e v a t i o n - E a s t - C i t y D e v e l o p m e n t KEY PLAN 1 /A 42/A 4 4 /A 43/A 41/4" = 1'-0"2 Sign Detail 0' 8' 16 ' 4' 32 ' 0' 8' 16 ' 4' 32 ' 0' 8' 16 ' 4' 32 ' 0' 8' 16 ' 4' 32 ' 0'4'8'2'16' Re n d e r i n g - So u t h Re n d e r i n g - Ae r i a l Re n d e r i n g - We s t 2 Re n d e r i n g - No r t h Re n d e r i n g - Ca n o p y C o n n e c t o r Re n d e r i n g - We s t 1 Re n d e r i n g - Ea s t No. D a t e NOT TO SCALE C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2021, Adams DATE: RE V I S I O N S DA T E T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 20 2 1 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 04/05/2021 CL A R I D E N R A N C H , P H A S E 3 - L O T 7 B L O C K 1 CI T Y O F S O U T H L A K E , D E N T O N C O U N T Y , T E X A S -- - - TO P O G R A P H I C SU R V E Y C1.2 FI L E N A M E : C1 . 2 T O P O G R A P H I C S U R V E Y . d w g PL O T T E D B Y : Ja m e s K i n d r e d PL O T T E D O N : Su n d a y , A p r i l 0 4 , 2 0 2 1 PL O T T E D A T : 8: 3 7 : 0 3 P M PL O T T E D W I T H : DW G T o P D F . p c 3 FU L L P A T H : \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \ C 1 . 2 T O P O G R A P H I C S U R V E Y 2017.117.02 CCB CASE NO.: ZA21-0021 BLOCK 1AMENDED PLATCLARIDEN RANCHPHASE IIICAB. V, PG. 527P.R.D.C.T.ZONE = SF1-AL.U.D.= LOW DENSITYRESIDENTIAL L O T 7 , B L O C K 1 C L A R I D E N R A N C H P H A S E 3 C A B . U , P G . 8 1 9 P . R . D . C . T . Z O N E = S P 2 L . U . D . = P U B L I C / S E M I - P U B L I C LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 10 LOT 9LOT 8LOT 7LOT 6 LOT 5 L O T 4 L O T 3 L O T 2 L O T 1 CLARIDEN RANCH ROAD 60' RIGHT-OF-WAY (CAB. V, PG. 527, P.R.D.C.T.) NORTH WHITE CHAPEL BOULEVARD (VARIABLE WIDTH RIGHT-OF-WAY (AS SHOWN ON CAB. U, PG. 819, P.R.D.C.T.) C L A R I D E N R A N C H R O A D 6 0 ' R I G H T - O F - W A Y ( C A B . U , P G . 8 1 9 , P . R . D . C . T . ) PITCHFORK ROAD60' RIGHT-OF-WAY(CAB. V, PG. 527, P.R.D.C.T.)PITCHFORK ROAD60' RIGHT-OF-WAY(CAB. U, PG. 19, P.R.D.C.T.)ONE STORYBRICK BUILDING(UPPER SCHOOL)ONE STORYBRICK BUILDING(ADMIN. BULIDING)ONE STORYBRICK BUILDING(LOWER SCHOOL)ONE STORYBRICK BUILDING(FINE ARTS)ONE STORYBRICK BUILDING(GYM)GASN05°44'18"W 215.72'L=183.01',R=212.76'D=49°17'03"N46°43'40"W~177.42'N16°58'03"W 177.10'L=179.35',R=553.88'D=18°33'11"N25°46'34"W~178.57'N34°27'34"W 41.98'N04°27'33"E 277.93'N89°47'16 " E 1 1 2 7 . 2 0 ' S00°04'59"W 864.55' S4 4 ° 5 0 ' 2 8 " W 14 . 2 0 ' S 8 9 ° 3 7 ' 0 5 " W 2 5 6 . 2 3 ' L = 2 3 5 . 8 1 ' , R = 6 1 0 . 0 0 ' D = 2 2 ° 0 8 ' 5 5 " S 7 8 ° 3 2 ' 3 2 " W ~ 2 3 4 . 3 4 ' S 6 7 ° 2 8 ' 0 9 " W 6 2 . 9 2 ' L=198.02',R=484.00'D=23°26'29"S79°11'23"W~196.6 4 ' N89°05'24"W 96.55'302.12'L=96.76'R=170.00'L=100.01'R=230.00'231.11'L=179.26'R=230.00'S36°57'09"W49.24'292.35'277.47'270.36'269.95'99.07'L=135.34'R=530.00'L=96.07'R=530.00'BLOCK 2 CLARIDEN RA N C H P H A S E I I CAB. U, P G . 1 9 P.R.D.C. T . ZONE = S F 1 - A L.U.D.= LOW D E N S I T Y RESIDEN T I A L B O B J O N E S P A R K Z O N E = A G L . U . D . = P U B L I C P A R K S / O P E N S P A C E B L O C K 5 C L A R I D E N R A N C H P H A S E I I I Z O N E = S F 1 - A L . U . D . = L O W D E N S I T Y R E S I D E N T I A L S T E A M A D D I T I O N F U T U R E E X P A N S I O N C O N C R E T E P A V E M E N T ASPHALT PAVEMENT ALT #1 LANDSCAPEDPARKING ISLAND LANDSCAPEDPARKING ISLAND LANDSCAPEDPARKING ISLAND L A N D S C A P E D P A R K I N G I S L A N D LANDSCAPEDPARKING ISLAND 116.7' 1 3 8 . 1 ' 9 ' 1 8 ' 256' 2 7 ' P R O P O S E D C O N C R E T E P A V E M E N T P R O P O S E D S I D E W A L K P R O P O S E D S I D E W A L K P R O P O S E D S I D E W A L K PROPOSEDSIDEWALK12.2'63' ALTERNATE #1PARKING A L T # 1 L A N D S C A P E D P A R K I N G I S L A N D A L T # 1 L A N D S C A P E D P A R K I N G I S L A N D A L T # 1 L A N D S C A P E D P A R K I N G I S L A N D ALT #1 LANDSCAPEDPARKING ISLAND I N T E R I O R L A N D S C A P E I N T E R I O R L A N D S C A P E BENC H M A R K FOR T O P O B E N C H M A R K F O R T O P O EXISTING 4' DEC.METAL FENCEEXISTING 4' DEC.METAL FENCE8 8 1 1 11 12 13 1413 14 1313 12 88EXISTING 4'± PIPE RAILFENCE W/ WIRE MESH E X I S T I N G 4 ' ± P I P E R A I L F E N C E W / W I R E M E S H E X I S T I N G C O N C R E T E & B R I C K M O N U M E N T S I G N E X I S T I N G 4 ' ± P I P E R A I L F E N C E W / W I R E M E S H E X I S T I N G 4 ' ± P I P E R A I L F E N C E W / W I R E M E S H E X I S T I N G 6 ' ± P I P E R A I L F E N C E W / W I R E M E S H EXISTING 6'± PIPE RAILFENCE W/ WIRE MESHEXISTING 6'± PIPE RAILFENCE W/ WIRE MESHEXISTING 6'± PIPE RAILFENCE W/ WIRE MESH MAX BLDG HEIGHT = 26'# OF STORIES = 1USE = EDUCATIONALGROSS FLOOR AREA = 9,000 SF 4 8 4 . 6 ' 206' = 4 LOADING SP. 2 0 ' S I T E L O C A T I O N WHITE CHAPEL BLVD C L A R I D E N R A N C H R D 8 4 . 2 ' 1 2 ' 2 1 . 2 ' 1 6 . 1 ' 2 0 . 9 ' 37.3' 1 4 ' 81.5' 37.3'81.5' O N E S T O R Y B R I C K B U I L D I N G ( U P P E R S C H O O L ) S T E A M A D D I T I O N F U T U R E E X P A N S I O N 2 0 ' 8 4 . 2 ' 1 2 ' 2 1 . 2 ' 1 6 . 1 ' 2 0 . 9 ' 37.3' 1 4 ' 81.5' 37.3' 81.5' L E G E N D G R A P H I C S C A L E F E E T 0 2 0 0 1 0 0 T H E S E P L A N S A R E S U B J E C T T O R E V I E W & A P P R O V A L B Y J U R I S D I C T I O N A L E N T I T I E S . !!!CAUTION!!!EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIESBY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES. K Q o Z Z K D W ' V E H O o Z . E H I o U H \ o X G L J . C D O O R P R O P O S E D F A C E A N D B A C K O F C U R B P R O P O S E D F I R E L A N E P A V E M E N T P R O P O S E D L I G H T D U T Y P A V E M E N T P R O P O S E D S I D E W A L K P R O P O S E D I N T E R I O R L A N D S C A P E A N D L A N D S C A P E I S L A N D S P R O P O S E D A L T . # 1 L A N D S C A P E I S L A N D S P R O P O S E D S I G N P A I N T E D T R A F F I C A R R O W C O N C E P T U A L T R A F F I C M O V E M E N T P A T T E R N E X I S T I N G F I R E L A N E P R O P O S E D R E - S T R I P E F I R E L A N E E N T R A N C E / E X I T NOT FOR CONSTRUCTION - SD PROGRESS PRINT C D R A W N B Y : S H E E T : J O B N U M B E R : C H E C K E D B Y : D E S I G N E D B Y : C o p y r i g h t 2 0 2 1 , A d a m s D A T E : REVISIONS DATE This drawing was prepared by Adams Consulting Engineers, Inc. (Adams) as an instrument of service, and shall remain the property of Adams. The information hereon shall be used only by the client to whom the services are rendered and only for the purpose of constructing or installing the work as shown at the designated location and site. Any other use, including (without limitation) any reproduction or alteration, is strictly prohibited, and the user shall hold harmless and indemnify Adams from all liabilities which may arise from such unauthorized use. C Copyright 2021, Adams 8951 Cypress Waters Blvd, Ste. 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 0 4 / 0 5 / 2 0 2 1 CLARIDEN RANCH, PHASE 3 - LOT 7 BLOCK 1 CITY OF SOUTHLAKE, DENTON COUNTY, TEXAS T H I S D O C U M E N T I S R E L E A S E D F O R T H E P U R P O S E O F I N T E R I M R E V I E W , A G E N C Y A P P R O V A L , A N D C O M M E N T U N D E R T H E A U T H O R I T Y O F T E D A . M U R D A Y , P . E . R E G I S T R A T I O N N o . 9 1 9 1 8 , O N 0 4 / 2 6 / 2 1 T H I S D O C U M E N T I S N O T T O B E U S E D F O R C O N S T R U C T I O N P U R P O S E S C A S E N O . : Z A 2 1 - 0 0 2 1 OVERALL SITE PLAN S P 1 . 0 FILENAME: C4.0 SITE PLAN.dwgPLOTTED BY: Chasity BusbyPLOTTED ON: Monday, April 26, 2021PLOTTED AT: 3:08:17 PMPLOTTED WITH: DWG To PDF.pc3 FULL PATH: \\langan.com\data\DAL\data6\520013601\2017.117 Clariden School -Southlake TX\.02 - STEAM ADDITION\Drawings\03-Production-ARCH\\langan.com\data\DAL\data6\520013601\2017.117 Clariden School -Southlake TX\.02 - STEAM ADDITION\Drawings\03-Production-ARCH\C4.0 SITE PLAN B R H 2 0 1 7 . 1 1 7 . 0 2 C C B C C B C I V I L E N G I N E E R : A D A M S - E N G I N E E R I N G / D E V E L O P M E N T C O N S U L T A N T S 8 9 5 1 C Y P R E S S W A T E R S B L V D . , S U I T E 1 5 0 D A L L A S , T E X A S 7 5 0 1 9 C O N T A C T : T E D M U R D A Y , P . E . P H O N E : ( 8 1 7 ) 3 2 8 - 3 2 1 1 E M A I L : t e d . m u r d a y @ a d a m s - e n g i n e e r i n g . c o m O W N E R : T H E C L A R I D E N S C H O O L 1 0 0 C L A R I D E N R A N C H R O A D S O U T H L A K E , T E X A S 7 6 0 9 2 C O N T A C T : A L A N G A R R I S O N P H O N E : ( 8 1 7 ) 9 1 4 - 4 1 8 2 E M A I L : a g a r r i s o n @ c l a r i d e n s c h o o l . o r g F I R E L A N E F I R E L A N E N O N E O F T H E E X I S T I N G B U I L D I N G S A N D A S S O C I A T E D F E A T U R E S A S P R E V I O U S L Y A P P R O V E D O N 2 0 0 1 S I T E P L A N ( Z A 0 1 - 0 7 6 ) A R E B E I N G C H A N G E D A S A P A R T O F T H I S P R O J E C T . A D D I T I O N A L L Y , N O E X I S T I N G L A N D S C A P E , T R E E S O R B U F F E R Y A R D L A N D S C A P E M A T E R I A L S A R E D I S T U R B E D O R R E M O V E D A S A P A R T O F T H I S P R O J E C T . A S A C O N D I T I O N O F F I N A L A P P R O V A L A N D P R I O R T O I S S U A N C E O F A C E R T I F I C A T E O F O C C U P A N C Y , T H E E N T I R E S I T E I N T E R I O R L A N D S C A P E A N D B U F F E R Y A R D S M U S T B E B R O U G H T I N T O C O D E C O M P L I A N C E A S R E Q U I R E D . E X I S T I N G S I T E P L A N N O T E S G R A P H I C S C A L E F E E T 0 4 0 2 0 S T E A M B U I L D I N G I N S E T S I T E M A P N T S Site Data SummaryPhase 1Phase 2Total Existing ZoningS-P-2 W/ CS USESS-P-2 W/ CS USESS-P-2 W/ CS USES Proposed ZoningSAME AS ABOVESAME AS ABOVESAME AS ABOVE Land Use DesignationPublic/Semi-PublicPublic/Semi-PublicPublic/Semi-Publi c Gross Acreage21.921.921.9 Net Acreage21.921.921.9 Percentage of Site Coverage4.20%0.90%5.40% Area of Open Space19.3218.5918.59 Percentage of Open Space88.21%84.89%84.89% Area of Impervious Coverage2.583.313.31 Percentage of Impervious Coverage11.79%15.11%15.11% Building Area (Foot Print in Sq. Ft.)40,1009,00049,100 Number of Stories1 (except HS Bldg.)11 (except HS Bldg. ) Maximum Building Height26'26'26' Proposed Floor Area (SF)40,1009,00049,100 Proposed Floor Area by Use (SF)40,100 Educational9,000 Educational49,100 Educationa l Required Parking9740137 Provided ParkingStandard8625111Parallel Parking26026Handicap707Total11925144Standard in Alt #1N/A3838Total w/ Alt #111963182 Required Loading Spaces101 Provided Loading Spaces444 Area of Outside Storage (SF)3600N/A3600 Percentage of Outside Storage0.40%N/A0.40% Anticipated Schedule of Development Construction Start Date:N/A8/1/20218/1/2021 Construction End Date:N/A4/30/20224/30/2022 ONE STORY BRICK BUILDING (UPPER SCHOOL) 52.0' 3 2 . 0 ' 2.0' 1 2 . 0 ' 6.0' 1 8 . 0 ' 4.0' 1 8 . 0 ' 4.0' 1 8 . 0 ' 60.0' STEAM ADDITION FUTURE EXPANSION 20' 5' 12' 8 . 1 ' 2. 8 ' 4. 7 ' 7' 8' 12' 24.6' 11.1' 1' 1 9 . 1 ' 7 1 . 7 ' 35 . 4 ' 53 . 9 ' 53 . 1 ' R1 7 6 . 3 ' R1 6 8 ' R 6 5 . 5 ' R 7 3 . 1 ' 37 . 3 ' 12 ' R 1 2 5 . 1 ' R1 3 7 . 1 ' 2 2 . 8 ' .5' R1 6 0 . 9 ' R1 6 0 . 4 ' 23 . 3 ' 10 . 3 ' .6 ' 84.2' 81 . 5 ' 58.2' 14' 21.2' 15.8' 21.2' PROPOSED SIDEWALK PROPOSED SIDEWALK PROPOSED SIDEWALK 84.2' 12' 21.2' 16.1' 20.9' 37 . 3 ' 14' 81 . 5 ' 37 . 3 ' 81 . 5 ' FIRELANE FIR E L A N E FI R E L A N E F I R E L A N E 9' 1 8 ' 109' 118. 1 ' R2. 5 ' R9 . 5 ' R2.5' R2 . 5 ' 2 7 ' PROPOSED CONCRETE PAVEMENT PROPOSED CURB & GUTTER PER PAVING DETAILS (TYP) PROPOSED CURB & GUTTER PER PAVING DETAILS (TYP) PROPOSED CURB & GUTTER PER PAVING DETAILS (TYP) 1 7 . 5 ' 6' 11.4 ' 13.2 ' 6' SOD SOD SOD SOD 13 12 11 8 11 8 ALTERNATE #1 PARKING ALTERNATE #1 PARKING ALTERNATE #1 PROPOSED CONCRETE PAVEMENT ALTERNATE #1 PROPOSED CURB & GUTTER PER PAVING DETAILS (TYP) ALTERNATE #1 PROPOSED CURB & GUTTER PER PAVING DETAILS (TYP) ALTERNATE #1 PROPOSED CURB & GUTTER PER PAVING DETAILS (TYP) ALTERNATE #1 PROPOSED CURB & GUTTER PER PAVING DETAILS (TYP) ALTERNATE #1 PROPOSED CURB & GUTTER PER PAVING DETAILS (TYP) 1 5 ' 1 8 ' 2 4 . 5 ' R2 . 5 ' R2.5' R2.5' R2 . 5 ' 11' 7' 11' 73' 73'100' 100' R2.5' R2 . 5 ' 16.7 ' 18.2 ' 128. 2 ' PROPOSED SIDEWALK ALTERNATE #1 PROPOSED SIDEWALK SOD SOD RE-STRIPE FIRE LANE STRIPE PER CITY OF SOUTHLAKE SPECIFICATIONS (TYP) ALTERNATE #1 RE-STRIPE FIRE LANE STRIPE PER CITY OF SOUTHLAKE SPECIFICATIONS (TYP) RE-STRIPE FIRE LANE STRIPE PER CITY OF SOUTHLAKE SPECIFICATIONS (TYP) ALTERNATE #1 RE-STRIPE FIRE LANE STRIPE PER CITY OF SOUTHLAKE SPECIFICATIONS (TYP) R2.5' R2 . 5 ' R2.5' R2.5 ' R2.5 ' R 2 . 5 ' R 9 . 5 ' R 9 . 5 ' R9 . 5 ' 2 9 . 2 ' 34 . 1 ' 34.7' 2 6 . 5 ' LEGEND ** NOTICE TO CONTRACTORS - TOPOGRAPHIC SURVEY ** TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY . THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM CONTRACTOR'S FAILURE TO NOTIFY ENGINEER AND OWNER. THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ANY EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, THE GOVERNING MUNICIPALITY, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION PROVIDED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. **NOTICE TO CONTRACTORS - UTILITIES** !!!CAUTION!!! EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES BY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES. KQoZ ZKDW'V EHOoZ. EHIoUH \oX GLJ.CDOO R PROPOSED FACE AND BACK OF CURB PROPOSED FIRE LANE PAVEMENT PROPOSED HEAVY DUTY PAVEMENT PROPOSED LIGHT DUTY PAVEMENT PROPOSED SIDEWALK PROPOSED SIGN CONCEPTUAL TRAFFIC MOVEMENT PATTERN EXISTING FIRELANE PROPOSED RE-STRIPING FIRELANE PROPOSED SANITARY MANHOLE ACCESSIBLE ROUTE PARKING COUNT MH 1 GRAPHIC SCALE FEET04020 C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2021, Adams DATE: RE V I S I O N S DA T E T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 20 2 1 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 04/05/2021 CL A R I D E N R A N C H , P H A S E 3 - L O T 7 B L O C K 1 CI T Y O F S O U T H L A K E , D E N T O N C O U N T Y , T E X A S THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF TED A. MURDAY, P.E. REGISTRATION No. 91918, ON 04/04/21 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES CASE NO.: ZA21-0021 STANDARD ACCESSIBILITY REQUIREMENTS PARKING: ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A MIN. 96" WIDE OR A MIN. 132" WIDE FOR VAN DESIGNATED SPACES WITH A MAXIMUM SLOPE OF 2% (IN ALL DIRECTIONS). ALL BUILDINGS SHALL CONTAIN AT LEAST ONE VAN ACCESSIBLE SPACE FOR NO LESS THAN ONE VAN SPACE FOR EVERY 6 ACCESSIBLE SPACES. EACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR SUSPENDED) SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. APPROPRIATE VAN ACCESSIBLE SPACES MUST INCORPORATE "VAN-ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED AS NOTED TO 80" (MIN.) ABOVE THE ADJACENT PAVED SURFACE TO BOTTOM OF SIGN. ALL ACCESS AISLES SERVING ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A 60" WIDE MINIMUM. RAMPS: RAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE APPROPRIATE EDGE PROTECTION WITH HANDRAILS ON EACH SIDE AT BETWEEN 34" AND 38", AND EXTEND 12" BEYOND THE TOP AND BOTTOM OF RAMP. HANDRAIL SHALL NOT DIMINISH THE CLEAR AREA REQUIRED FOR TOP AND BOTTOM LANDINGS SERVING THE RAMPS. RAMPS SHALL HAVE A SURFACE ARRANGED SO THAT WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE TO SIGNIFICANTLY CONTRAST FROM ADJACENT SURFACES OR COLORS ONLY IF REQUIRED BY LOCAL OR STATE JURISDICTION LANDINGS FOR RAMPS SHALL BE AS WIDE AS THE RAMP AND 60" LONG MINIMUM (36" MINIMUM FOR CURB RAMPS) RAMPS SHALL NOT EXCEED A 1:12 RUNNING SLOPE OR 30" RISE RAMPS AND LANDINGS SHALL NOT EXCEED 1:48 (2% CROSS SLOPE) SIDEWALKS AND ACCESSIBLE ROUTES: SIDEWALKS MUST BE AT LEAST 36" WIDE WITH 5'X5' CLEAR PASSING OPPORTUNITIES IN INCREMENTS LESS THAN 150 LF SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:48 (2%) LONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:20 (5%) A B C D E F G H I J SI T E P L A N C4.1 BRH FI L E N A M E : C4 . 0 S I T E P L A N . d w g PL O T T E D B Y : Ja m e s K i n d r e d PL O T T E D O N : Su n d a y , A p r i l 0 4 , 2 0 2 1 PL O T T E D A T : 9: 4 5 : 0 1 P M PL O T T E D W I T H : DW G T o P D F . p c 3 FU L L P A T H : \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \ C 4 . 0 S I T E P L A N 2017.117.02 CCB CCB FIRELANE FIRELANE LOT 7, BLOCK 1 CLARIDEN RANCH PHASE 3 CAB. U, PG. 819 P.R.D.C.T. ZONE = SP2 L.U.D.=PUBLIC/SEMI-PUBLIC ONE STORY BRICK BUILDING (UPPER SCHOOL) ONE STORY BRICK BUILDING (ADMIN. BULIDING) ONE STORY BRICK BUILDING (LOWER SCHOOL) ONE STORY BRICK BUILDING (FINE ARTS) ONE STORY BRICK BUILDING (GYM) E X - G A S EX- U E EX-UE E X - U E E X - U E GAS GAS STEAM ADDITION FUTURE EXPANSION FIRELANE FIR E L A N E FI R E L A N E INSET C5.1 BENCHMARK BENCHMARK 589.35TI 588.06FL 589.30TI 587.66FL 585.35±TC 584.85±TP (EXIST.) 585.32±TC 584.82±TP (EXIST.) 585.95±TC 585.45±TP (EXIST.) 585.85±TC 585.35±TP (EXIST.) 586.34±TC 585.84±TP (EXIST.) 587.35±TC 586.85±TP (EXIST.) 587.28±TC 586.78±TP (EXIST.) 586.55±TC 586.05±TP (EXIST.) 587.15TC 586.65TP 586.05TC 585.55TP 585.55TC 585.05TP 585.75TC 585.25TP (ALT #1) 587.10TC 586.60TP 585.90TC 585.40TP 585.55TC 585.05TP 585.75TC 585.25TP (ALT #1) 586.55TC 586.05TP 586.62±TP (EXIST.) 586.45TP 586.20TP MATCH EXISTING MATCH EXISTING 586.05TC 585.55TP (ALT #1)585.85TC 585.35TP (ALT #1) 585.75±TC 585.25±TP (EXIST.) (ALT #1) 586.05TC 585.55TP (ALT #1) 585.60TC 585.10TP (ALT #1) 585.10±TC 584.60±TP (EXIST.) (ALT #1) 584.71±TC 584.21±TP (EXIST.) (ALT #1) 584.50±TC 584.00±TP (EXIST.) (ALT #1) 586.55TC 586.05TP (ALT #1) 585.40TC 584.90TP (ALT #1) 585.75TP 58 6 586 58 5 5 8 5 5 8 7 5 8 7 58 6 585 586.35TC 585.70TP (ALT #1) 5 8 9 58 8 5 8 7 589 58 9 58 8 5 8 8 5 8 7 5 8 6 585 MATCH EXISTING (ALT #1) MATCH EXISTING (ALT #1) MATCH EXISTING (ALT #1) MATCH EXISTING (ALT #1) GRAPHIC SCALE FEET06030 THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ANY EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, THE GOVERNING MUNICIPALITY, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION PROVIDED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. **NOTICE TO CONTRACTORS - UTILITIES** !!!CAUTION!!! EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES BY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES. KQoZ ZKDW'V EHOoZ. EHIoUH \oX GLJ.CDOO R ** NOTICE TO CONTRACTORS - TOPOGRAPHIC SURVEY ** TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY WINDROSE LAND SURVEYING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM CONTRACTOR'S FAILURE TO NOTIFY ENGINEER AND OWNER. C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2021, Adams DATE: RE V I S I O N S DA T E T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 20 2 1 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 04/05/2021 CL A R I D E N R A N C H , P H A S E 3 - L O T 7 B L O C K 1 CI T Y O F S O U T H L A K E , D E N T O N C O U N T Y , T E X A S THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF TED A. MURDAY, P.E. REGISTRATION No. 91918, ON 04/04/21 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES CASE NO.: ZA21-0021 GENERAL SITE GRADING NOTE ·AS PART OF THE BASE BID THE CONTRACTOR SHALL PROVIDE/IMPORT ALL SELECT FILL AND TOPSOIL MATERIAL NECESSARY TO ACHIEVE FINAL GRADE PER PLAN. ·ALL AREAS WITHIN CONSTRUCTION LIMITS NOT COVERED WITH AN IMPERVIOUS MATERIAL SHALL BE COVERED WITH TOPSOIL. THE TOPSOIL SHALL BE IN CONFORMANCE WITH THE TOPSOIL NOTES LISTED IN THE PLAN SET AND SPECIFICATIONS FOR THIS PROJECT. ·BASE BID SHALL ALSO INCLUDE HAUL OFF OF EXCESS MATERIAL AS NECESSARY. ·ANY FILL PLACED ONSITE SHALL BE TESTED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER AND BE IN CONFORMANCE WITH RECOMMENDATIONS LISTED IN THE SITE GEOTECHNICAL REPORT TITLED STEM BUILDING AND DATED JANUARY 16, 2020 OR ANY SUPPLEMENTAL ADDENDUMS. STANDARD ACCESSIBILITY REQUIREMENTS PARKING: ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A MIN. 96" WIDE OR A MIN. 132" WIDE FOR VAN DESIGNATED SPACES WITH A MAXIMUM SLOPE OF 2% (IN ALL DIRECTIONS). ALL BUILDINGS SHALL CONTAIN AT LEAST ONE VAN ACCESSIBLE SPACE FOR NO LESS THAN ONE VAN SPACE FOR EVERY 6 ACCESSIBLE SPACES. EACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR SUSPENDED) SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. APPROPRIATE VAN ACCESSIBLE SPACES MUST INCORPORATE "VAN-ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED AS NOTED TO 80" (MIN.) ABOVE THE ADJACENT PAVED SURFACE TO BOTTOM OF SIGN. ALL ACCESS AISLES SERVING ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A 60" WIDE MINIMUM. RAMPS: RAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE APPROPRIATE EDGE PROTECTION WITH HANDRAILS ON EACH SIDE AT BETWEEN 34" AND 38", AND EXTEND 12" BEYOND THE TOP AND BOTTOM OF RAMP. HANDRAIL SHALL NOT DIMINISH THE CLEAR AREA REQUIRED FOR TOP AND BOTTOM LANDINGS SERVING THE RAMPS. RAMPS SHALL HAVE A SURFACE ARRANGED SO THAT WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE TO SIGNIFICANTLY CONTRAST FROM ADJACENT SURFACES OR COLORS ONLY IF REQUIRED BY LOCAL OR STATE JURISDICTION LANDINGS FOR RAMPS SHALL BE AS WIDE AS THE RAMP AND 60" LONG MINIMUM (36" MINIMUM FOR CURB RAMPS) RAMPS SHALL NOT EXCEED A 1:12 RUNNING SLOPE OR 30" RISE RAMPS AND LANDINGS SHALL NOT EXCEED 1:48 (2% CROSS SLOPE) SIDEWALKS AND ACCESSIBLE ROUTES: SIDEWALKS MUST BE AT LEAST 36" WIDE WITH 5'X5' CLEAR PASSING OPPORTUNITIES IN INCREMENTS LESS THAN 150 LF SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:48 (2%) LONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:20 (5%) A B C D E F G H I J GR A D I N G P L A N C5.0 FI L E N A M E : C5 . 0 G R A D I N G P L A N . d w g PL O T T E D B Y : Ja m e s K i n d r e d PL O T T E D O N : Su n d a y , A p r i l 0 4 , 2 0 2 1 PL O T T E D A T : 9: 5 9 : 1 8 P M PL O T T E D W I T H : DW G T o P D F . p c 3 FU L L P A T H : \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \ C 5 . 0 G R A D I N G P L A N TAM 2017.117.02 BRH CCB ·THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10-FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. ·IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10-FEET OF HORIZONTAL DISTANCE, A 5-PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN 10-FEET OF THE BUILDING FOUNDATION. ·IMPERVIOUS SURFACES WITHIN 10-FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2-PERCENT AWAY FROM THE BUILDING. ·SOME IMPERVIOUS AREAS ADJACENT TO THE BUILDING HAVE BEEN DESIGNED LESS THAN 2% TO ALLOW FOR CONSTRUCTION TOLERANCES WHILE MAINTAINING COMPLIANCE WITH ADA REQUIREMENTS. WE UNDERSTAND THAT THE BUILDING OFFICIAL HAS THE AUTHORITY TO APPLY THE MINIMUM SLOPE REQUIREMENTS OF IBC-1804 AT HIS OR HER DISCRETION. APPROVAL OF THIS PLAN WILL BE REGARDED AS COMPLIANCE WITH THE IBC-1804 REQUIREMENT. NOTE TO BUILDING OFFICIAL SITE GRADING - IBC REQUIREMENT (SEC. 1804) LEGEND 100 100 PROPOSED CONTOUR EXISTING CONTOUR FLOWLINE GRADE BREAK ACCESSIBLE ROUTE SPOT GRADE PROPOSED FLOW ARROW FG FINISHED GRADE TP TOP OF PAVEMENT TC TOP OF CURB FL FLOWLINE FF FINISHED FLOOR 589.50FG ONE STORY BRICK BUILDING (UPPER SCHOOL) 52.0' 3 2 . 0 ' 2.0' 1 2 . 0 ' 6.0' 1 8 . 0 ' 4.0' 1 8 . 0 ' 4.0' 1 8 . 0 ' 60.0' STEAM ADDITION FUTURE EXPANSION MATCH EXISTING MATCH EXISTING MATCH EXISTING 589.85TP 589.50TP 589.96TC (EXIST.) 589.66TC (EXIST.) 589.16TC (EXIST.) 590.05FF589.50TP 589.35TI 588.06FL 590.05FF 589.95TP 589.50FG 589.90TP 589.75FG 589.50TP589.30TI 587.66FL 589.60TP 589.97TP 589.55TP 590.30TI 588.10FL 589.25TI 589.85TP 590.05FF 589.85TP589.75TP 590.80TP 590.91FF 589.50FG 589.50FG 591.05FF 589.3±TP FF = 590.05 MATCH EXISTING 587.45TI 586.45FL 588.20FG 588.25FG 588.50FG 588.58FG 588.25FG 588.50FG 585.55FL 5 8 9 58 8 5 8 7 589 58 9 58 8 5 8 8 5 8 7 5 8 6 585 586.50FL LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 STEAM ADDITION FUTURE EXPANSION 589.35TI 588.06FL 589.30TI 587.66FL LEGEND GRAPHIC SCALE FEET04020 THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ANY EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, THE GOVERNING MUNICIPALITY, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION PROVIDED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. **NOTICE TO CONTRACTORS - UTILITIES** !!!CAUTION!!! EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES BY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES. KQoZ ZKDW'V EHOoZ. EHIoUH \oX GLJ.CDOO R 100 100 PROPOSED CONTOUR EXISTING CONTOUR FLOWLINE GRADE BREAK ACCESSIBLE ROUTE SPOT GRADE PROPOSED RETAINING WALL PROPOSED FLOW ARROW FG FINISHED GRADE TP TOP OF PAVEMENT TC TOP OF CURB FL FLOWLINE FF FINISHED FLOOR ** NOTICE TO CONTRACTORS - TOPOGRAPHIC SURVEY ** TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY WINDROSE LAND SURVEYING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM CONTRACTOR'S FAILURE TO NOTIFY ENGINEER AND OWNER. C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2021, Adams DATE: RE V I S I O N S DA T E T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 20 2 1 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 04/05/2021 CL A R I D E N R A N C H , P H A S E 3 - L O T 7 B L O C K 1 CI T Y O F S O U T H L A K E , D E N T O N C O U N T Y , T E X A S THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF TED A. MURDAY, P.E. REGISTRATION No. 91918, ON 04/04/21 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES CASE NO.: ZA21-0021 STANDARD ACCESSIBILITY REQUIREMENTS PARKING: ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A MIN. 96" WIDE OR A MIN. 132" WIDE FOR VAN DESIGNATED SPACES WITH A MAXIMUM SLOPE OF 2% (IN ALL DIRECTIONS). ALL BUILDINGS SHALL CONTAIN AT LEAST ONE VAN ACCESSIBLE SPACE FOR NO LESS THAN ONE VAN SPACE FOR EVERY 6 ACCESSIBLE SPACES. EACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR SUSPENDED) SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. APPROPRIATE VAN ACCESSIBLE SPACES MUST INCORPORATE "VAN-ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED AS NOTED TO 80" (MIN.) ABOVE THE ADJACENT PAVED SURFACE TO BOTTOM OF SIGN. ALL ACCESS AISLES SERVING ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A 60" WIDE MINIMUM. RAMPS: RAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE APPROPRIATE EDGE PROTECTION WITH HANDRAILS ON EACH SIDE AT BETWEEN 34" AND 38", AND EXTEND 12" BEYOND THE TOP AND BOTTOM OF RAMP. HANDRAIL SHALL NOT DIMINISH THE CLEAR AREA REQUIRED FOR TOP AND BOTTOM LANDINGS SERVING THE RAMPS. RAMPS SHALL HAVE A SURFACE ARRANGED SO THAT WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE TO SIGNIFICANTLY CONTRAST FROM ADJACENT SURFACES OR COLORS ONLY IF REQUIRED BY LOCAL OR STATE JURISDICTION LANDINGS FOR RAMPS SHALL BE AS WIDE AS THE RAMP AND 60" LONG MINIMUM (36" MINIMUM FOR CURB RAMPS) RAMPS SHALL NOT EXCEED A 1:12 RUNNING SLOPE OR 30" RISE RAMPS AND LANDINGS SHALL NOT EXCEED 1:48 (2% CROSS SLOPE) SIDEWALKS AND ACCESSIBLE ROUTES: SIDEWALKS MUST BE AT LEAST 36" WIDE WITH 5'X5' CLEAR PASSING OPPORTUNITIES IN INCREMENTS LESS THAN 150 LF SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:48 (2%) LONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:20 (5%) A B C D E F G H I J KEY MAP N.T.S. INSET NEW BUILDING ADDITION - INSET SCALE: 1"=20' 589.50FG GR A D I N G I N S E T P L A N C5.1 TAM FI L E N A M E : C5 . 0 G R A D I N G P L A N . d w g PL O T T E D B Y : Ja m e s K i n d r e d PL O T T E D O N : Su n d a y , A p r i l 0 4 , 2 0 2 1 PL O T T E D A T : 10 : 0 3 : 5 7 P M PL O T T E D W I T H : DW G T o P D F . p c 3 FU L L P A T H : \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \ C 5 . 0 G R A D I N G P L A N 2017.117.02 BRH CCB GENERAL SITE GRADING NOTE ·AS PART OF THE BASE BID THE CONTRACTOR SHALL PROVIDE/IMPORT ALL SELECT FILL AND TOPSOIL MATERIAL NECESSARY TO ACHIEVE FINAL GRADE PER PLAN. ·ALL AREAS WITHIN CONSTRUCTION LIMITS NOT COVERED WITH AN IMPERVIOUS MATERIAL SHALL BE COVERED WITH TOPSOIL. THE TOPSOIL SHALL BE IN CONFORMANCE WITH THE TOPSOIL NOTES LISTED IN THE PLAN SET AND SPECIFICATIONS FOR THIS PROJECT. ·BASE BID SHALL ALSO INCLUDE HAUL OFF OF EXCESS MATERIAL AS NECESSARY. ·ANY FILL PLACED ONSITE SHALL BE TESTED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER AND BE IN CONFORMANCE WITH RECOMMENDATIONS LISTED IN THE SITE GEOTECHNICAL REPORT TITLED STEM BUILDING AND DATED JANUARY 16, 2020 OR ANY SUPPLEMENTAL ADDENDUMS. ·THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10-FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. ·IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10-FEET OF HORIZONTAL DISTANCE, A 5-PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN 10-FEET OF THE BUILDING FOUNDATION. ·IMPERVIOUS SURFACES WITHIN 10-FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2-PERCENT AWAY FROM THE BUILDING. ·SOME IMPERVIOUS AREAS ADJACENT TO THE BUILDING HAVE BEEN DESIGNED LESS THAN 2% TO ALLOW FOR CONSTRUCTION TOLERANCES WHILE MAINTAINING COMPLIANCE WITH ADA REQUIREMENTS. WE UNDERSTAND THAT THE BUILDING OFFICIAL HAS THE AUTHORITY TO APPLY THE MINIMUM SLOPE REQUIREMENTS OF IBC-1804 AT HIS OR HER DISCRETION. APPROVAL OF THIS PLAN WILL BE REGARDED AS COMPLIANCE WITH THE IBC-1804 REQUIREMENT. NOTE TO BUILDING OFFICIAL SITE GRADING - IBC REQUIREMENT (SEC. 1804) BLOCK 1AMENDED PLATCLARIDEN RANCHPHASE IIICAB. V, PG. 527P.R.D.C.T.ZONE = SF1-AL.U.D.= LOW DENSITYRESIDENTIAL L O T 7 , B L O C K 1 C L A R I D E N R A N C H P H A S E 3 C A B . U , P G . 8 1 9 P . R . D . C . T . Z O N E = S P 2 L . U . D . = P U B L I C / S E M I - P U B L I C L O T 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 BLOCK 3CLARIDEN RANCHPHASE IICAB. U, PG. 19P.R.D.C.T.LOT 10 LOT 9LOT 8 L O T 7 L O T 6 L O T 5 L O T 4 L O T 3 L O T 2 L O T 1 CLARIDEN RANCH ROAD 60' RIGHT-OF-WAY (CAB. V, PG. 527, P.R.D.C.T.) NORTH WHITE CHAPEL BOULEVARD (VARIABLE WIDTH RIGHT-OF-WAY (AS SHOWN ON CAB. U, PG. 819, P.R.D.C.T.) C L A R I D E N R A N C H R O A D 6 0 ' R I G H T - O F - W A Y ( C A B . U , P G . 8 1 9 , P . R . D . C . T . ) PITCHFORK ROAD60' RIGHT-OF-WAY(CAB. V, PG. 527, P.R.D.C.T.)PITCHFORK ROAD60' RIGHT-OF-WAY(CAB. U, PG. 19, P.R.D.C.T.) O N E S T O R Y B R I C K B U I L D I N G ( U P P E R S C H O O L ) O N E S T O R Y B R I C K B U I L D I N G ( A D M I N . B U L I D I N G ) O N E S T O R Y B R I C K B U I L D I N G ( L O W E R S C H O O L ) O N E S T O R Y B R I C K B U I L D I N G ( F I N E A R T S ) O N E S T O R Y B R I C K B U I L D I N G ( G Y M ) GAS N05°44'18"W 215.7 2 ' L=183.0 1 ', R = 2 1 2 . 7 6 ' D=4 9 °1 7 ' 0 3 " N46°43'40"W ~ 1 7 7 . 4 2 ' N16°58'03"W 177.10'L=179.35',R=553.88'D=18°33'11"N25°46'34"W~178.57'N34°27'34"W 41.98'N04°27'33"E 277.93' N 8 9 ° 4 7 ' 1 6 " E 1 1 2 7 . 2 0 ' S00°04'59"W 864.55' S4 4 ° 5 0 ' 2 8 " W 14 . 2 0 ' S 8 9 ° 3 7 ' 0 5 " W 2 5 6 . 2 3 ' L = 2 3 5 . 8 1 ' , R = 6 1 0 . 0 0 ' D = 2 2 ° 0 8 ' 5 5 " S 7 8 ° 3 2 ' 3 2 " W ~ 2 3 4 . 3 4 ' S 6 7 ° 2 8 ' 0 9 " W 6 2 . 9 2 ' L = 1 9 8 . 0 2 ' , R = 4 8 4 . 0 0 ' D = 2 3 ° 2 6 ' 2 9 " S 7 9 ° 1 1 ' 2 3 " W ~ 1 9 6 . 6 4 ' N 8 9 ° 0 5 ' 2 4 " W 9 6 . 5 5 ' 302.12'L=96.76'R=170.00'L=100.01'R=230.00'231.11'L=179.26'R=230.00'S36°57'09"W49.24'292.35'277.47'270.36'269.95' 9 9 . 0 7 ' L=135.34'R=530.00'L=96.07'R=530.00' B L O C K 2 C L A R I D E N R A N C H P H A S E I I C A B . U , P G . 1 9 P . R . D . C . T . Z O N E = S F 1 - A L . U . D . = L O W D E N S I T Y R E S I D E N T I A L B O B J O N E S P A R K Z O N E = A G L . U . D . = P U B L I C P A R K S / O P E N S P A C E B L O C K 5 C L A R I D E N R A N C H P H A S E I I I Z O N E = S F 1 - A L . U . D . = L O W D E N S I T Y R E S I D E N T I A L X - 2 0 . 5 5 X-30.41 X - 4 0 . 4 7 X - 6 0 . 4 9 X - 7 0 . 3 7 X - 5 0 . 5 2 X-19.58 X - 9 3 . 4 0 X - 8 0 . 5 7 X - 1 0 3 . 0 4 X - 1 1 7 . 3 0 L E G E N D G R A P H I C S C A L E F E E T 0 2 0 0 1 0 0 * * N O T I C E T O C O N T R A C T O R S - T O P O G R A P H I C S U R V E Y * * T O P O G R A P H I C I N F O R M A T I O N T A K E N F R O M A T O P O G R A P H I C S U R V E Y P E R F O R M E D B Y W I N D R O S E L A N D S U R V E Y I N G . T H E C O N T R A C T O R S H A L L N O T I F Y T H E E N G I N E E R I M M E D I A T E L Y , I N W R I T I N G , O F A N Y D I S C R E P A N C I E S O R O M I S S I O N S T O T H E T O P O G R A P H I C I N F O R M A T I O N . T H E C O N T R A C T O R ( S ) S H A L L B E R E S P O N S I B L E F O R C O N F I R M I N G T H E L O C A T I O N ( H O R I Z O N T A L / V E R T I C A L ) O F A N Y B U R I E D C A B L E S , C O N D U I T S , P I P E S , A N D S T R U C T U R E S ( S T O R M S E W E R , S A N I T A R Y S E W E R , W A T E R , G A S , T E L E V I S I O N , T E L E P H O N E , E T C . ) W H I C H I M P A C T T H E C O N S T R U C T I O N S I T E . T H E C O N T R A C T O R ( S ) S H A L L N O T I F Y T H E O W N E R A N D E N G I N E E R I F A N Y D I S C R E P A N C I E S A R E F O U N D B E T W E E N T H E A C T U A L C O N D I T I O N S V E R S U S T H E X T A C O N T A I N E D I N T H E C O N S T R U C T I O N P L A N S . A N Y C O S T S I N C U R R E D A S T H E R E S U L T O F N O T C O N F I R M I N G T H E A C T U A L L O C A T I O N ( H O R I Z O N T A L / V E R T I C A L ) O F S A I D C A B L E S , C O N D U I T S , P I P E S , A N D S T R U C T U R E S S H A L L B E B O R N E B Y T H E C O N T R A C T O R . A D D I T I O N A L L Y , T H E C O N T R A C T O R ( S ) S H A L L N O T I F Y T H E O W N E R A N D E N G I N E E R I F A N Y E R R O R S O R D I S C R E P A N C I E S A R E F O U N D O N T H E C O N S T R U C T I O N D O C U M E N T S ( P S & E ) , W H I C H N E G A T I V E L Y I M P A C T T H E P R O J E C T . T H E E N G I N E E R A N D O W N E R S H A L L B E I N D E M N I F I E D O F P R O B L E M S A N D / O R C O S T W H I C H M A Y R E S U L T F R O M C O N T R A C T O R ' S F A I L U R E T O N O T I F Y E N G I N E E R A N D O W N E R . T H E S E P L A N S A R E S U B J E C T T O R E V I E W & A P P R O V A L B Y J U R I S D I C T I O N A L E N T I T I E S . T H E C O N T R A C T O R I S S P E C I F I C A L L Y C A U T I O N E D T H A T T H E L O C A T I O N A N D / O R E L E V A T I O N O F A N Y E X I S T I N G U T I L I T I E S A S S H O W N O N T H E S E P L A N S A R E B A S E D O N R E C O R D S O F T H E V A R I O U S U T I L I T Y C O M P A N I E S , T H E G O V E R N I N G M U N I C I P A L I T Y , A N D W H E R E P O S S I B L E , M E A S U R E M E N T S T A K E N I N T H E F I E L D . T H E I N F O R M A T I O N P R O V I D E D I S N O T T O B E R E L I E D O N A S B E I N G E X A C T O R C O M P L E T E . T H E C O N T R A C T O R M U S T C A L L T H E A P P R O P R I A T E U T I L I T Y C O M P A N Y A T L E A S T 4 8 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D L O C A T I O N O F U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O R E L O C A T E A L L E X I S T I N G U T I L I T I E S W H I C H C O N F L I C T W I T H T H E P R O P O S E D I M P R O V E M E N T S S H O W N O N T H E S E P L A N S . * * N O T I C E T O C O N T R A C T O R S - U T I L I T I E S * * ! ! ! C A U T I O N ! ! ! E X I S T I N G O V E R H E A D & U N D E R G R O U N D U T I L I T I E S I N T H E V I C I N I T Y . V E R I F Y L O C A T I O N O F E X I S T I N G U N D E R G R O U N D U T I L I T I E S B Y V A C U U M E X C A V A T I O N O R O T H E R P O T H O L I N G T E C H N I Q U E S . K Q o Z Z K D W ' V E H O o Z . E H I o U H \ o X G L J . C D O O R A C R E S B A S I N N A M E D R A I N A G E B A S I N D R A I N A G E A R E A E X I S T I N G F L O W A R R O W X - 0 0 1 . 0 0 NOT FOR CONSTRUCTION - SD PROGRESS PRINT C D R A W N B Y : S H E E T : J O B N U M B E R : C H E C K E D B Y : D E S I G N E D B Y : C o p y r i g h t 2 0 2 1 , A d a m s D A T E : REVISIONS DATE This drawing was prepared by Adams Consulting Engineers, Inc. (Adams) as an instrument of service, and shall remain the property of Adams. The information hereon shall be used only by the client to whom the services are rendered and only for the purpose of constructing or installing the work as shown at the designated location and site. Any other use, including (without limitation) any reproduction or alteration, is strictly prohibited, and the user shall hold harmless and indemnify Adams from all liabilities which may arise from such unauthorized use. C Copyright 2021, Adams 8951 Cypress Waters Blvd, Ste. 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 0 4 / 0 5 / 2 0 2 1 CLARIDEN RANCH, PHASE 3 - LOT 7 BLOCK 1 CITY OF SOUTHLAKE, DENTON COUNTY, TEXAS T H I S D O C U M E N T I S R E L E A S E D F O R T H E P U R P O S E O F I N T E R I M R E V I E W , A G E N C Y A P P R O V A L , A N D C O M M E N T U N D E R T H E A U T H O R I T Y O F T E D A . M U R D A Y , P . E . R E G I S T R A T I O N N o . 9 1 9 1 8 , O N 0 4 / 0 5 / 2 1 T H I S D O C U M E N T I S N O T T O B E U S E D F O R C O N S T R U C T I O N P U R P O S E S C A S E N O . : Z A 2 1 - 0 0 2 1 EXISTING DRAINAGE AREA MAP C 6 . 0 FILENAME: C6.0 EXISTING DRAINAGE AREA MAP.dwgPLOTTED BY: Shawn HillPLOTTED ON: Monday, April 05, 2021PLOTTED AT: 2:02:39 PMPLOTTED WITH: DWG To PDF.pc3 FULL PATH: \\langan.com\data\DAL\data5\520013501\2017.117 Clariden School -Southlake TX\.02 - STEAM ADDITION\Drawings\03-Production-ARCH\\langan.com\data\DAL\data5\520013501\2017.117 Clariden School -Southlake TX\.02 - STEAM ADDITION\Drawings\03-Production-ARCH\C6.0 EXISTING DRAINAGE AREA MAP 2 0 1 7 . 1 1 7 . 0 2 C C B B L O C K 1 AME N D E D P L A T CLAR I D E N R A N C H P H A S E I I I CA B . V , P G . 5 2 7 P. R . D . C . T . ZO N E = S F 1 - A L.U.D.= L O W D E N S I T Y RES I D E N T I A L L O T 7 , B L O C K 1 C L A R I D E N R A N C H P H A S E 3 C A B . U , P G . 8 1 9 P . R . D . C . T . Z O N E = S P 2 L . U . D . = P U B L I C / S E M I - P U B L I C L O T 6 L O T 5 L O T 4 L O T 3 LOT 2 LOT 1 LOT 1 BLOCK 3CLARIDEN RANCHPHASE IICAB. U, PG. 19P.R.D.C.T.LOT 10 LOT 9 L O T 8 L O T 7 L O T 6 L O T 5 L O T 4 L O T 3 L O T 2 L O T 1 CLARIDEN R A N C H ROAD 60' RIGHT-OF-WAY (CAB. V, PG. 527, P.R.D.C.T.) NORTH WHITE CHAPEL BOULEVARD (VARIABLE WIDTH RIGHT-OF-WAY (AS SHOWN ON CAB. U, PG. 819, P.R.D.C.T.) C L A R I D E N R A N C H R O A D 6 0 ' R I G H T - O F - W A Y ( C A B . U , P G . 8 1 9 , P . R . D . C . T . ) PITCHFORK ROAD60' RIGHT-OF-WAY(CAB. V, PG. 527, P.R.D.C.T.)PITCHFORK ROAD60' RIGHT-OF-WAY(CAB. U, PG. 19, P.R.D.C.T.) O N E S T O R Y B R I C K B U I L D I N G ( U P P E R S C H O O L ) O N E S T O R Y B R I C K B U I L D I N G ( A D M I N . B U L I D I N G ) O N E S T O R Y B R I C K B U I L D I N G ( L O W E R S C H O O L ) O N E S T O R Y B R I C K B U I L D I N G ( F I N E A R T S ) O N E S T O R Y B R I C K B U I L D I N G ( G Y M ) G A S N05°44'18"W 215. 7 2 ' L = 1 8 3 . 0 1 ' , R = 2 1 2 . 7 6 ' D = 4 9 ° 1 7 ' 0 3 " N 4 6 ° 4 3 ' 4 0 " W ~ 1 7 7 . 4 2 ' N16°58' 0 3 " W 1 7 7 . 1 0 ' L = 1 7 9 . 3 5 ' , R = 5 5 3 . 8 8 ' D = 1 8 ° 3 3 ' 1 1 " N 2 5 ° 4 6 ' 3 4 " W ~ 1 7 8 . 5 7 ' N 3 4 ° 2 7 ' 3 4 " W 4 1 . 9 8 ' N04°27'33"E 277.93' N 8 9 ° 4 7 ' 1 6 " E 1 1 2 7 . 2 0 ' S00°04'59"W 864.55' S4 4 ° 5 0 ' 2 8 " W 14 . 2 0 ' S 8 9 ° 3 7 ' 0 5 " W 2 5 6 . 2 3 ' L = 2 3 5 . 8 1 ' , R = 6 1 0 . 0 0 ' D = 2 2 ° 0 8 ' 5 5 " S 7 8 ° 3 2 ' 3 2 " W ~ 2 3 4 . 3 4 ' S 6 7 ° 2 8 ' 0 9 " W 6 2 . 9 2 ' L = 1 9 8 . 0 2 ' , R = 4 8 4 . 0 0 ' D = 2 3 ° 2 6 ' 2 9 " S 7 9 ° 1 1 ' 2 3 " W ~ 1 9 6 . 6 4 ' N 8 9 ° 0 5 ' 2 4 " W 9 6 . 5 5 ' 302.12'L=96.76'R=170.00'L=100.01'R=230.00'231.11'L=179.26'R=230.00'S36°57'09"W49.24'292.35' 2 7 7 . 4 7 ' 2 7 0 . 3 6 ' 2 6 9 . 9 5 ' 9 9 . 0 7 ' L=135.34'R=530.00'L=96.07'R=530.00' B L O C K 2 C L A R I D E N R A N C H P H A S E I I C A B . U , P G . 1 9 P . R . D . C . T . Z O N E = S F 1 - A L . U . D . = L O W D E N S I T Y R E S I D E N T I A L B O B J O N E S P A R K Z O N E = A G L . U . D . = P U B L I C P A R K S / O P E N S P A C E B L O C K 5 C L A R I D E N R A N C H P H A S E I I I Z O N E = S F 1 - A L . U . D . = L O W D E N S I T Y R E S I D E N T I A L S T E A M A D D I T I O N F U T U R E E X P A N S I O N D A - 2 0 . 5 5 D A - 3 0 . 4 1 D A - 4 0 . 4 7 D A - 6 0 . 4 9 D A - 7 0 . 2 8 D A - 5 0 . 5 2 D A - 1 9 . 5 8 D A - 9 3 . 3 4 D A - 8 0 . 7 7 D A - 1 0 3 . 0 4 D A - 1 1 7 . 2 6 D E S I G N P O I N T " A " L E G E N D G R A P H I C S C A L E F E E T 0 2 0 0 1 0 0 * * N O T I C E T O C O N T R A C T O R S - T O P O G R A P H I C S U R V E Y * * T O P O G R A P H I C I N F O R M A T I O N T A K E N F R O M A T O P O G R A P H I C S U R V E Y P E R F O R M E D B Y W I N D R O S E L A N D S U R V E Y I N G . T H E C O N T R A C T O R S H A L L N O T I F Y T H E E N G I N E E R I M M E D I A T E L Y , I N W R I T I N G , O F A N Y D I S C R E P A N C I E S O R O M I S S I O N S T O T H E T O P O G R A P H I C I N F O R M A T I O N . T H E C O N T R A C T O R ( S ) S H A L L B E R E S P O N S I B L E F O R C O N F I R M I N G T H E L O C A T I O N ( H O R I Z O N T A L / V E R T I C A L ) O F A N Y B U R I E D C A B L E S , C O N D U I T S , P I P E S , A N D S T R U C T U R E S ( S T O R M S E W E R , S A N I T A R Y S E W E R , W A T E R , G A S , T E L E V I S I O N , T E L E P H O N E , E T C . ) W H I C H I M P A C T T H E C O N S T R U C T I O N S I T E . T H E C O N T R A C T O R ( S ) S H A L L N O T I F Y T H E O W N E R A N D E N G I N E E R I F A N Y D I S C R E P A N C I E S A R E F O U N D B E T W E E N T H E A C T U A L C O N D I T I O N S V E R S U S T H E D A T A C O N T A I N E D I N T H E C O N S T R U C T I O N P L A N S . A N Y C O S T S I N C U R R E D A S T H E R E S U L T O F N O T C O N F I R M I N G T H E A C T U A L L O C A T I O N ( H O R I Z O N T A L / V E R T I C A L ) O F S A I D C A B L E S , C O N D U I T S , P I P E S , A N D S T R U C T U R E S S H A L L B E B O R N E B Y T H E C O N T R A C T O R . A D D I T I O N A L L Y , T H E C O N T R A C T O R ( S ) S H A L L N O T I F Y T H E O W N E R A N D E N G I N E E R I F A N Y E R R O R S O R D I S C R E P A N C I E S A R E F O U N D O N T H E C O N S T R U C T I O N D O C U M E N T S ( P S & E ) , W H I C H N E G A T I V E L Y I M P A C T T H E P R O J E C T . T H E E N G I N E E R A N D O W N E R S H A L L B E I N D E M N I F I E D O F P R O B L E M S A N D / O R C O S T W H I C H M A Y R E S U L T F R O M C O N T R A C T O R ' S F A I L U R E T O N O T I F Y E N G I N E E R A N D O W N E R . T H E S E P L A N S A R E S U B J E C T T O R E V I E W & A P P R O V A L B Y J U R I S D I C T I O N A L E N T I T I E S . T H E C O N T R A C T O R I S S P E C I F I C A L L Y C A U T I O N E D T H A T T H E L O C A T I O N A N D / O R E L E V A T I O N O F A N Y E X I S T I N G U T I L I T I E S A S S H O W N O N T H E S E P L A N S A R E B A S E D O N R E C O R D S O F T H E V A R I O U S U T I L I T Y C O M P A N I E S , T H E G O V E R N I N G M U N I C I P A L I T Y , A N D W H E R E P O S S I B L E , M E A S U R E M E N T S T A K E N I N T H E F I E L D . T H E I N F O R M A T I O N P R O V I D E D I S N O T T O B E R E L I E D O N A S B E I N G E X A C T O R C O M P L E T E . T H E C O N T R A C T O R M U S T C A L L T H E A P P R O P R I A T E U T I L I T Y C O M P A N Y A T L E A S T 4 8 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D L O C A T I O N O F U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O R E L O C A T E A L L E X I S T I N G U T I L I T I E S W H I C H C O N F L I C T W I T H T H E P R O P O S E D I M P R O V E M E N T S S H O W N O N T H E S E P L A N S . * * N O T I C E T O C O N T R A C T O R S - U T I L I T I E S * * ! ! ! C A U T I O N ! ! ! E X I S T I N G O V E R H E A D & U N D E R G R O U N D U T I L I T I E S I N T H E V I C I N I T Y . V E R I F Y L O C A T I O N O F E X I S T I N G U N D E R G R O U N D U T I L I T I E S B Y V A C U U M E X C A V A T I O N O R O T H E R P O T H O L I N G T E C H N I Q U E S . K Q o Z Z K D W ' V E H O o Z . E H I o U H \ o X G L J . C D O O R D A - 0 0 1 . 0 0 A C R E S B A S I N N A M E D R A I N A G E B A S I N D R A I N A G E A R E A P R O P O S E D F L O W A R R O W NOT FOR CONSTRUCTION - SD PROGRESS PRINT C D R A W N B Y : S H E E T : J O B N U M B E R : C H E C K E D B Y : D E S I G N E D B Y : C o p y r i g h t 2 0 2 1 , A d a m s D A T E : REVISIONS DATE This drawing was prepared by Adams Consulting Engineers, Inc. (Adams) as an instrument of service, and shall remain the property of Adams. The information hereon shall be used only by the client to whom the services are rendered and only for the purpose of constructing or installing the work as shown at the designated location and site. Any other use, including (without limitation) any reproduction or alteration, is strictly prohibited, and the user shall hold harmless and indemnify Adams from all liabilities which may arise from such unauthorized use. C Copyright 2021, Adams 8951 Cypress Waters Blvd, Ste. 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 0 4 / 0 5 / 2 0 2 1 CLARIDEN RANCH, PHASE 3 - LOT 7 BLOCK 1 CITY OF SOUTHLAKE, DENTON COUNTY, TEXAS T H I S D O C U M E N T I S R E L E A S E D F O R T H E P U R P O S E O F I N T E R I M R E V I E W , A G E N C Y A P P R O V A L , A N D C O M M E N T U N D E R T H E A U T H O R I T Y O F T E D A . M U R D A Y , P . E . R E G I S T R A T I O N N o . 9 1 9 1 8 , O N 0 4 / 0 5 / 2 1 T H I S D O C U M E N T I S N O T T O B E U S E D F O R C O N S T R U C T I O N P U R P O S E S C A S E N O . : Z A 2 1 - 0 0 2 1 PROPOSED DRAINAGE AREA MAP C 6 . 1 FILENAME: C6.1 PROPOSED DRAINAGE AREA MAP.dwgPLOTTED BY: Shawn HillPLOTTED ON: Monday, April 05, 2021PLOTTED AT: 2:09:48 PMPLOTTED WITH: DWG To PDF.pc3 FULL PATH: \\langan.com\data\DAL\data5\520013501\2017.117 Clariden School -Southlake TX\.02 - STEAM ADDITION\Drawings\03-Production-ARCH\\langan.com\data\DAL\data5\520013501\2017.117 Clariden School -Southlake TX\.02 - STEAM ADDITION\Drawings\03-Production-ARCH\C6.1 PROPOSED DRAINAGE AREA MAP 2 0 1 7 . 1 1 7 . 0 2 C C B 589.35TI 588.06FL 589.30TI 587.66FL 5 8 9 58 8 5 8 7 589 58 9 58 8 5 8 8 5 8 7 5 8 6 STEAM ADDITION FUTURE EXPANSION ONE STORY BRICK BUILDING (UPPER SCHOOL) ONE STORY BRICK BUILDING (ADMIN. BULIDING) ONE STORY BRICK BUILDING (LOWER SCHOOL) E X - G A S E X - G A S EX- U E EX - U E EX-UE GAS N89°47'16"E 1127.20' 2 8 . 0 ' 8.0 ' 1 0 . 0 ' 6.0 ' 2 4 . 0 '24. 0 ' 1 5 . 0 ' 4.0 ' 3 0 . 0 ' 4.0 ' 1 5 . 0 ' 24. 0 ' 2 4 . 0 ' 6.0 ' 1 0 . 0 ' 8.0 ' 2 8 . 0 ' 8.0 ' 1 6 . 0 ' 2.0 ' 2 0 . 0 ' 2.0 ' 1 0 . 0 ' 1 6 . 0 ' 2.0' 2 2 . 0 ' 2.0' 1 0 . 0 ' 6.0' 2 4 . 0 ' 6.0' 1 2 . 0 ' 10.0 ' 2 5 . 0 ' 40.0 ' 2 5 . 0 ' 10.0 ' 1 2 . 0 ' 6.0' 2 4 . 0 ' 6.0' 1 0 . 0 ' 2.0' 2 2 . 0 ' 2.0'1 6 . 0 ' 15.0 ' 1 2 . 0 ' 30.0 ' 1 2 . 0 ' 15.0' 1 8 . 0 ' 4.0' 1 8 . 0 ' 4.0' 1 8 . 0 ' 6.0' 1 2 . 0 ' 2.0' 3 2 . 0 ' 52.0' 3 2 . 0 ' 2.0' 1 2 . 0 ' 6.0' 1 8 . 0 ' 4.0' 1 8 . 0 ' 4.0' 1 8 . 0 ' 60.0' S S W W GA S GA S G A S G A S G A S !!CAUTION!! CONTRACTOR TO COORDINATE UTILITY CONNECTIONS TO BUILDING WITH MEP PLANS PRIOR TO CONSTRUCTION. INSTALL GAS LINE !!CAUTION!! CONTRACTOR TO COORDINATE UTILITY CONNECTIONS TO BUILDING WITH MEP PLANS PRIOR TO CONSTRUCTION. !!CAUTION!! CONTRACTOR TO COORDINATE UTILITY CONNECTIONS TO BUILDING WITH MEP PLANS PRIOR TO CONSTRUCTION. !!CAUTION!! CONTRACTOR TO COORDINATE UTILITY CONNECTIONS TO BUILDING WITH MEP PLANS PRIOR TO CONSTRUCTION. INSTALL 49± LF 2" DOMESTIC WATER LINE INSTALL 15± LF 6" FIRE LINE INSTALL GAS LINE INSTALL 6" 45° BEND CONNECT PROPOSED 6" FIRE LINE TO EXISTING FIRE LINE IN THIS AREA. CONTRACTOR SHALL LOCATE EXISTING LINE PRIOR TO START OF CONSTRUCTION INSTALL 6" 90° BEND INSTALL 2" 90° BEND INSTALL 2" 90° BEND INSTALL 68± LF 2" DOMESTIC WATER LINE CONNECT PROPOSED 2" DOMESTIC WATER LINE TO EXISTING WATER LINE IN THIS AREA. CONTRACTOR SHALL LOCATE EXISTING LINE PRIOR TO START OF CONSTRUCTION INSTALL 16± LF 4" SS LINE CONNECT PROPOSED 4" SS LINE TO EXISTING SS LINE IN THIS AREA. CONTRACTOR SHALL LOCATE EXISTING LINE PRIOR TO START OF CONSTRUCTION INSTALL 4" 45° WYE AND CLEANOUT INSTALL 48± LF 4" SS LINE INSTALL 4" 45° WYE AND CLEANOUT INSTALL 4" 45° WYE AND CLEANOUT INSTALL 8± LF 4" SS LINE INSTALL 6± LF 4" SS LINE INSTALL GAS LINE INSTALL 90° SWEEPING BEND INSTALL 90° SWEEPING BEND INSTALL 22.5° SWEEPING BEND CONNECT PROPOSED GAS LINE TO EXISTING GAS LINE. CONTRACTOR SHALL LOCATE EXISTING LINE PRIOR TO START OF CONSTRUCTION !!CAUTION!! UTILITY CROSSING !!CAUTION!! UTILITY CROSSING !!CAUTION!! UTILITY CROSSING C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2021, Adams DATE: RE V I S I O N S DA T E T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 20 2 1 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 04/05/2021 CL A R I D E N R A N C H , P H A S E 3 - L O T 7 B L O C K 1 CI T Y O F S O U T H L A K E , D E N T O N C O U N T Y , T E X A S THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF TED A. MURDAY, P.E. REGISTRATION No. 91918, ON 04/04/21 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES CASE NO.: ZA21-0021 LEGEND GRAPHIC SCALE FEET04020 Know what's below. before you dig.Call R THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ANY EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, THE GOVERNING MUNICIPALITY, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION PROVIDED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. **NOTICE TO CONTRACTORS - UTILITIES** !!!CAUTION!!! EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES BY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES. CITY OF SOUTHLAKE WATER AND SEWER GENERAL NOTES 1.All 1” and 2” water meters will be installed by City personnel. 2.Fire hydrants shall be located outside of sidewalk if walk intended. 3.All water lines shall be PVC pipe conforming to AWWA standard C-900 SDR-18 minimum, with NSF seal, pressure tested and disinfected in accordance with NCTCOG STD. SPECS. Water mains to have a minimum of 42” cover to the top of pipe. Service line connectors shall be compression-type with stainless steel tube liners. 4.All water lines not under pavement to be encased in sand and backfill shall be select material compacted to 95% standard proctor density. Pipe including services under public pavement requires cement treated sand backfill. 5.Water services should be located 10’ upstream of the sanitary sewer services. Each location is to be stamped on the curb with 2" high letter "W". 6.All services to the meter to be minimum 1” SDR-9 class 200 polyethylene. 7.Water meter boxes will be furnished and installed after paving activities have been completed. 8.Curb stops should be tested for leakage and full flow when system is pressure tested. 9.All fire hydrant assemblies (Mueller, M&H, or Waterous only) to be equipped with a 6" gate valve and box. Hydrants shall be installed with a factory based prime coat only. Hydrants will be painted by the City. 10.Any water valves located within pavement areas shall be adjusted to final grade by the paving Contractor. The paving Contractor shall construct a typical concrete block out per detail on sheet. 11.Fire hydrants shall be equipped with 4-1/2" X 5" Storz adapter connection with butterfly vanes. 12.When a water line is bored, the casing shall be capped and valves added on either side. 13.All fittings and bends shall have Mega Lug retainer glands. 14.For valves (Mueller, M&H, or Waterous only) installed 4’ and deeper, extension with center ring 2’ or less is required. 15.Tapping Saddles must be all stainless steel. 16.Sanitary sewer PVC pipe shall be SDR 35 if depth of line is 10’ or less and SDR 26 if depth of line is greater than 10’. 17.Pipe not under pavement shall be bedded in class II, or better, material as defined in ASTM D-2321, and placed as directed therein. Backfill shall be select material compacted to 95% standard proctor density. Pipe, including services under public pavement requires cement treated sand backfill. 18.After completion of all testing (i.e. mandrel & air) Contractor shall perform a Television inspection and provide videotape to the Public Works Department. Deflection testing shall be performed as specified in special conditions. 19.A 2" high letter "S" shall be stamped on the curb to mark the location of the sewer services. The service should be located in the center of each lot. 20.One joint of 150-psi pressure rated pipe shall be installed under all proposed water pipe crossings. 21.Contractor to place a 3/4" plywood false bottom in all sanitary sewer manholes before paving Contractor begins work. 22.Rim elevations of the proposed sanitary sewer manholes in streets are to be constructed 18" below final finished grades by utility contractor and adjusted by paving Contractor to finished grade at time of paving. Each shall have a typical concrete block-out constructed per standard detail. 23.All trenches shall be compaction tested at the rate of one test per 300 L.F. of trench per lift. Lifts shall be no greater than 12" loose. Tests shall be staggered so that tests of adjacent lifts are not directly over the previous lift. If the distance between manholes exceeds 300 L.F., a minimum of 2 tests per lift shall be taken. The testing lab shall provide the location of all results on a plan and profile sheet prior to trench acceptance. The paving contractor shall not begin work until the City of Southlake has approved all trench work. 24.All manholes shall be vacuumed tested. 25.Any tie-in to an existing manhole must be cored. (No breakouts allowed) Core shall be 2” larger than pipe size 26.Only ridged saddles approved. (No rubber saddles). 27.Filter fabric to be installed over chat rock. 28.Manhole must be raised 1/4 inch per foot behind curb. 29.No Flat tops unless otherwise approved by the City Engineer. 30.Inflow lines over 16” off the floor must have internal drop with Reliner and stainless-steel straps. 31.Invert is to be reworked, when tying to existing manholes. 32.Outfall manhole and the 2 downstream manholes must be sprayed with Raven Liner. (Minimum 125 mil thick) 33.3” butyl rubber must be used under ring the first riser ring. 34.3/8” butyl rubber must be used between Lad-tech riser rings. 35.Cretex is approved equal and must have sealant between riser rings. 36.Lad-tech and Cretex are the only approved materials for grade adjustment. 37.45-degree bends to be used at the bottom of an internal drop to direct flow downstream. 38.All internal drops must be one size larger than pipe diameter coming in. 39.Only non-shrink grout to be used for minor patching inside manholes. PROPOSED OVERHEAD ELECTRIC PROPOSED UNDERGROUND ELECTRIC PROPOSED FIBER OPTIC PROPOSED GAS PROPOSED SANITARY SEWER PROPOSED OVERHEAD TELEPHONE PROPOSED UNDERGROUND TELEPHONE PROPOSED WATER FO W ** NOTICE TO CONTRACTORS - TOPOGRAPHIC SURVEY ** TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY WINDROSE LAND SURVEYING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM CONTRACTOR'S FAILURE TO NOTIFY ENGINEER AND OWNER.UT I L I T Y P L A N C7.0 FI L E N A M E : C7 . 0 U T I L I T Y P L A N . d w g PL O T T E D B Y : Ja m e s K i n d r e d PL O T T E D O N : Su n d a y , A p r i l 0 4 , 2 0 2 1 PL O T T E D A T : 10 : 1 6 : 5 2 P M PL O T T E D W I T H : DW G T o P D F . p c 3 FU L L P A T H : \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \\ l a n g a n . c o m \ d a t a \ D A L \ d a t a 5 \ 5 2 0 0 1 3 5 0 1 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \ C 7 . 0 U T I L I T Y P L A N TAM 2017.117.02 CCB CCB SOD SOD SOD SOD DY IH IH AS 6" CONCRETE MOW STRIP SOD SOD SOD SOD BS STEEL EDGE, TYP. DG, TYP. (Alt. Bid #1) DG, TYP. (Alt. Bid #1) VX STEAM ADDITION FUTURE EXPANSION LOT 7, BLOCK 1 CLARIDEN RANCH PHASE 3 CAB. U, PG. 819 P.R.D.C.T. ZONE = SP2 L.U.D.=PUBLIC/SEMI-PUBLIC ONE STORY BRICK BUILDING (UPPER SCHOOL) ONE STORY BRICK BUILDING (ADMIN. BULIDING) E X - G A S EX - U E N89°47'16"E 1127.20' S 0 0 ° 0 4 ' 5 9 " W 8 6 4 . 5 5 ' DN DG CM DN SCSCAS DN EXISTING PARKING EXISTING TRASH DUMPSTER AREA EXISTING PARKING EXISTING LANDSCAPE TO REMAIN (TYP.) EXISTING LANDSCAPE TO REMAIN (TYP.) NEW P A R K I N G (BA S E B I D ) NEW P A R K I N G (ALT E R N A T E B I D # 1 ) NEW P A R K I N G (ALT E R N A T E B I D # 1 ) NEW P A R K I N G (BAS E B I D ) STEEL EDGE, TYP. (Alt. Bid #1) BS (Alt. Bid #1) DG STEEL EDGE, TYP. BS EXISTING BUFFER LANDSCAPE TO REMAIN (TYP.) CE (Alt. Bid #1) LO (Alt. Bid #1) DG, TYP. (Alt. Bid #1) STEEL EDGE, TYP. (Alt. Bid #1) BS (Alt. Bid #1) BS STEEL EDGE, TYP.DG LO LE (Alt. Bid #1) DG, TYP. (Alt. Bid #1) STEEL EDGE, TYP. (Alt. Bid #1) DG, TYP. (Alt. Bid #1) BS (Alt. Bid #1) LO (Alt. Bid #1) BS (Alt. Bid #1) DG, TYP. (Alt. Bid #1) STEEL EDGE, TYP. (Alt. Bid #1) CE DG LE BS STEEL EDGE, TYP. DG SOD EXISTING BUFFER LANDSCAPE TO REMAIN (TYP.) CE CE CE CECE VXCM CM VX LE AP EXISTING LANDSCAPE TO REMAIN (TYP.) PICNIC TABLE (TYP.) C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: Copyright 2021, Adams DATE: RE V I S I O N S DA T E T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Co p y r i g h t 20 2 1 , A d a m s 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 04/05/2021 CL A R I D E N R A N C H , P H A S E 3 - L O T 7 B L O C K 1 CI T Y O F S O U T H L A K E , D E N T O N C O U N T Y , T E X A S THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF TED A. MURDAY, P.E. REGISTRATION No. 91918, ON 04/01/21 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES CASE NO.: ZA21-0021 Know what's below. before you dig.Call R Refer to Sitework Specifications for all information needed for landscape work. Notify Landscape Architect or designated representative of any layout discrepancies or any condition which may prohibit the installation as shown. Verify and locate all utilities and site lighting conduits before landscape construction begins. Protection of all utilities is the responsibility of the Contractor. All landscape planting areas illustrated shall be graded smooth with three inches (3") of topsoil and three inches (3") of compost applied and consistently blended (tilled) to a depth of nine inches (9") . If adequate or sufficient topsoil is not available on site, the Contractor shall provide topsoil per the specifications and approved by the Owner. To obtain final grade, excavation may be necessary to accept the required depth of topsoil/compost mix with surface dressing or mulch. All beds shall be crowned to anticipate settlement and ensure drainage without disrupting surrounding planned drainage paths. Any areas disturbed for any reason prior to final acceptance of the project shall be corrected by the Contractor at no additional expense to the Owner. All landscaped areas will be irrigated with an underground automatic system. Quantities shown on these plans are for reference only. Plant spacing is as indicated in the Plant Material List unless otherwise noted. The Contractor has full responsibility to provide coverage in all planting areas as specified. All trees and shrubs shall be installed per planting details. Trees shall be planted at least five feet (5') from any utility line or sidewalk, to the outside of utility easements with a clear ten feet (10') around fire hydrants and twenty feet (20') min. from all irrigation control zone meter boxes, etc. Furthermore, planting within areas of turf shall give priority of location to irrigation. Trees, shall not be planted within five feet (5') of a spray head or ten feet (10') of a rotor. Remaining irrigation components shall respect the location of the illustrated landscape design. Shrubs, regardless of type, shall not be planted within thirty inches (30") of bed perimeters. All plant material shall be maintained in a healthy and growing condition, and must be replaced with similar variety and size if damaged or removed. Container grown plant material is preferred, however ball and burlap material may be substituted as indicated in the plant material list. All planting beds as designated shall be bordered by Owner approved four inch (4") steel edging w/ 3 16" min. thickness unless bed is bordered by concrete. Steel edging adjacent to decomposed granite beds shall have a 14" min. thickness. Terminate edging flush with paved surface with no sharp corners exposed. A four inch (4") dressing of Shredded hardwood mulch over a 4.1 oz, woven polypropylene, needle-punched fabric or equal weed barrier shall be used in all plant beds and around all trees and within all beds with plants spaced 18" o.c. or greater. Single trees or shrubs shall be mulched to the outside edge of the saucer or landscape island (See planting details). Fertilize all plants at the time of planting with 10-10-10 time release fertilizer. All areas of decomposed granite shall be over a 4.1 oz, woven polypropylene, needle-punched fabric or equal weed barrier of locally available material, installed to a compacted depth of three inches (3") to be flush with the top of curb, paved surface, and/or the top of steel edge. LANDSCAPE PROJECT NOTES EROSION CONTROL: Throughout the project and the maintenance period for turfgrass, it is the Contractor's responsibility to maintain the topsoil in place at specified grades. Topsoil and turfgrass losses due to erosion will be replaced by the Contractor until ESTABLISHMENT and ACCEPTANCE is achieved. SOIL PREPARATION: All slopes and areas disturbed by construction, except those occupied by buildings, structures, or paving shall be graded smooth and four (4") inches of topsoil applied. If adequate topsoil is not available onsite, the Contractor shall provide topsoil as approved by the Owner. The area shall be dressed to typical sections and plowed to a depth of five (5") inches. Soil shall be further prepared by the removal of debris, weeds and stones larger than 3/4 inch in diameter. After tillage and cleaning, all areas to receive turf shall be leveled, fine graded, and drug with a weighted spike harrow or float drag. GRASS SOD: Turfgrass sod shall be 100% "Cynodon dactylon" (Common Bermuda grass). Sod shall consist of stolons, leaf blades, rhizomes and roots with a healthy, virile system of dense, thickly matted roots throughout the soil of the sod for a thickness not less than three-quarters (3/4") inch. Sod shall be alive, healthy, vigorous, free of insects, disease, stones, and undesirable foreign materials and grasses. The grass shall have been mowed prior to sod cutting so that the height of grass shall not exceed two (2") inches. Sod shall have been produced on growing beds of clay-loam topsoil. Sod shall not be harvested or planted when its moisture condition is so excessively wet or dry that its survival will be affected. All sod is to be harvested, delivered, and planted within a thirty-six (36) hour period of time. Sod shall be protected from exposure to wind, sun, and freezing. Should installation occur between November and March, sod shall include an over-seed of Annual Rye for a grown-in appearance. IRRIGATION: In the absence of an irrigation system or areas beyond the coverage limits of a permanent irrigation system, Contractor shall water sod temporarily to develop adequate growth and establishment before regular maintenance begins. Turf shall be watered until firmly established. Water shall be furnished by the Contractor with means and methods available to achieve acceptable turf. The water source shall be clean and free of industrial wastes or other substances harmful to the growth of the turf. MAINTENANCE REQUIREMENTS: Vegetation should be inspected regularly to ensure that plant material is established properly and remains healthy. Mowing, trimming and supervision of water applications shall be the responsibility of the Contractor until the Owner or Owner's Representative accepts and assumes regular maintenance. SOD PROJECT NOTES 2"x2" STAKE (UNTREATED) 2"x2" UNTREATED CROSS MEMBER TO A LENGTH TO SPAN OPEN PIT REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALL UNDISTURBED SUBSOIL BACKFILL MIX 2"x2" UNTREATED STAKE TO A DEPTH WITHIN FIRM SUBSOIL TO HOLD TREE IN PLACE 2"x2" UNTREATED CROSS MEMBER TO A LENGTH TO SPAN OPEN PIT 4" MULCH OVER WEED BLOCK CREATING A 4" DEEP SAUCER ARBORTIE ROOT BALL DEPTH 6" DEPTH HEIGHT VARIES (SEE PLANT LIST) 1' TREE PLANTING N.T.S. NOTE: 1. ARBORTIE SHOULD ONLY BE USED AS A REMEDIAL MEANS TO PLUMB A TREE WHEN THE PRIMARY BELOW GRADE STAKING CAN NO LONGER BE ADJUSTED EFFECTIVELY AND CONDITIONS ARE WARRANTED BY THE LANDSCAPE ARCHITECT. 2. SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE. LIMITS OF ROOT BALL/ INNER EDGE OF SAUCER LIMITS OF HOLE OUTER EDGE OF SAUCER PLAN VIEW PLACE TOP OF ROOT BALL MIN. 1" - MAX. 2" ABOVE GRADE APPLY DOWNWARD PRESSURE TO CROSS MEMBER AND CONNECT TO STAKE WITH 3" WOOD SCREW ARBORTIE STRAP 3/4" WHITE OR GRAY PVC SLEEVE 24" LONG TREE TRUNK 8" 3" D D D SHRUBS AS SPECIFIED NOTE: D = DIMENSION OF PLANT SPACING (SHRUB AND GROUNDCOVER AS INDICATED ON DRAWINGS) AMENDED SOIL UNDISTURBED SUBGRADE 4" LAYER OF MULCH OVER WEED BLOCK BACKFILL TO REMOVE ALL VOIDS BREAK THROUGH AND REMOVE ANY EXISTING "HARDPAN" AS NECESSARY TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE 3" LAYER OF DECOMPOSED GRANITE OVER WEED BLOCK PIT PLANTED SHRUB 4" STEEL EDGE - AS SHOWN IN LANDSCAPE PLAN (REF. LANDSCAPE PROJECT NOTES) SHRUB PLANTING AND SPACING N.T.S. IF SHRUB IS BALL AND BURLAP, THEN REMOVE BURLAP AND ROPE FROM TOP 1/3 OF ROOTBALL NOTE: 1.SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE. 2.OMIT WEED BLOCK WHEN PLANT SPACING IS 18" O.C. OR LESS SHRUB DISTANCE FROM EDGE OF BED N.T.S. 4' MIN. 2.5' MIN. 2.5' MIN. SPECIFIED BED BORDER NOTE: SEE LANDSCAPE NOTES AND SHRUB PLANTING AND SPACING DETAIL FOR INSTALLATION. 2' MIN. BACK OF CURB SPECIFIED BED BORDER EDGE OF SIDEWALK OR AS OTHERWISE SPECIFIED ON PLAN 2.5' MIN. OR AS OTHERWISE SPECIFIED ON PLAN GRAPHIC SCALE FEET08040 1" = 40' 3.0 LANDSCAPE /IRRIGATION REQUIREMENTS 3.3 INTERIOR LANDSCAPE AREA REQUIREMENTS: The amount of landscape area required on the interior of the lot (excludes bufferyards) shall be on the square footage of the proposed buildings. The square footage of the building for the purpose of this ordinance will be the square footage of the first floor or the square footage of the largest floor, whichever is greater. a. Calculating Interior Landscape Area: The required landcape area for each zoning shall be based on the percentage (%) of the floor area as determined above in accordance with the following chart. ZONING SP2, CS = 30% OF FLOOR AREA b. Planting requirements: The following plants shall be required, at a minimum within the required interior landscape areas at the ratio indicated. - 1 Canopy Tree per 500 square feet - 1 Understory Tree per 250 square feet - 1 Shrub per 40 square feet - Ground Cover - 15% of required area - Seasonal Color - 2% of required area 3.4 PARKING LOT LANDSCAPE REQUIREMENTS: The parking lot landscape area requirements shall be as follows based on the percentage of parking located between the building façade and the R.O.W.. Any new parking area added to an existing site shall comply with the requirements herein. Less than 25% = 15 sq. ft. per parking stall Each row of parking stalls shall provide the required landscape area, however, it shall be the applicant's right to place the islands near the buildings, throughout the parking, or at the end of the rows away from the building. The Landscape Administrator may modify the island requirement for each row in situations where it would appear beneficial to combine an awkward or hazardous island into a larger island within the parking area. Planter islands shall have a minimum width of 12' back-to-back if curbed or 13' edge-to-edge if no curb is intended, and shall be equal to the length of the parking stall. Parking lot landscape areas do count towards the total required interior landscape area. a. Existing Trees: The Landscape Administrator may approve variations to the parking lot landscape island requirements in order to preserve existing trees in interior parking areas. For existing trees the minimum width of the parking lot landscape island shall be as follows: Tree Size Min. Island Width Min. Dist. Tree to Curb 6" - 12" DBH = 12' minimum width 4’ Greater than 12" DBH = 18' minimum width 8’ b. Planting Requirements: Each individual parking lot landscape island shall contain a minimum of one (1) canopy tree with the remaining area in shrubs, ground cover, ornamental grasses, or seasonal color. Parking lot landscape islands which have light poles for lighting the parking areas may substitute two (2) understory/accent trees for the required canopy tree. All required landscape areas shall be evenly distributed throughout the entire required parking lot landscape areas. LANDSCAPE REQUIREMENTS for the City of Southlake, TX LANDSCAPE CALCULATIONS for the City of Southlake, TX REQUIRED First Floor = 9,000 SF x 30% = 2,700 SF Canopy Trees (1 per 500 SF)2,700 SF / 500 SF = 6 Trees Understory Trees (1 per 250 SF)2,700 SF / 250 SF = 11 Trees Shrubs (1 per 40 SF)2,700 SF / 40 SF = 68 Shrubs Ground Cover (15%)2,700 SF x 15% = 405 SF Seasonal Color (2%)2,700 SF x 2% = 54 SF STEAM ADDITION PROVIDED 71 Shrubs 4,656 SF 12 New Trees CIVIL ENGINEER : ADAMS ENGINEERING 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: TED A. MURDAY, P.E. PHONE: (817) 328-3200 EMAIL: ted.murday@adams-engineering.com OWNER'S REPRESENTATIVE CLARIDEN SCHOOL 100 CLARIDEN RANCH ROAD SOUTHLAKE, TEXAS 76092 CONTACT: ALAN GARRISON PHONE: (817) 914-4182 EMAIL: agarrison@claridenschool.org APPLICANT / ARCHITECT : WRA ARCHITECTS 12377 MERIT DR., SUITE 1800 DALLAS, TEXAS 75251 CONTACT: ROBERT RAMIREZ, AIA PHONE: (214) 379-4443 EMAIL: rramirez@wraarchitects.com LANDSCAPE ARCHITECT : ADAMS ENGINEERING 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: JAMES R. KINDRED, PLA PHONE: (817) 328-3207 EMAIL: james.kindred@adams-engineering.com LA N D S C A P E P L A N L1.0 BRH FI L E N A M E : L1 . 0 L A N D S C A P E P L A N ( S P ) . d w g PL O T T E D B Y : Ja m e s K i n d r e d PL O T T E D O N : Th u r s d a y , A p r i l 0 1 , 2 0 2 1 PL O T T E D A T : 10 : 0 5 : 4 5 P M PL O T T E D W I T H : DW G T o P D F . p c 3 FU L L P A T H : I: \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H I: \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 1 7 C l a r i d e n S c h o o l - S o u t h l a k e T X \ . 0 2 - S T E A M A D D I T I O N \ D r a w i n g s \ 0 3 - P r o d u c t i o n - A R C H \ L 1 . 0 L A N D S C A P E P L A N ( S P ) 2017.117.02 JRK JRK 460 SF 78 SF SYM.KEY QTY.COMMON NAME SCIENTIFIC NAME SPREADHEIGHTSIZEROOTO.C.COMMENT Plant Material List City of Southlake, Texas Reference Recommended Plant Material List In Accordance to the Current Edition of The American Standard for Nursery Stock CANOPY TREES: UNDERSTORY TREES: LO Live Oak Quercus virginiana N/A 4" cal.14' min.8' min.Full Canopy, Healthy, Good FormCont.1 LE Lacebark Elm Ulmus Parvifolia N/A 4" cal.14' min.8' min.Full Canopy, Healthy, Good Form Strong Single Leader4Cont. Cont.2" cal.10' min.5' min.Full Canopy, Healthy, Good FormN/ACMCrape Myrtle 'Natchez' Lagerstroemia indica 'Natchez'Multi-trunk, Upright6 187 sf SHRUBS: GROUNDCOVER: CE Cedar Elm Ulmus crassifolia N/A 4" cal.14' min.8' min.Full Canopy, Healthy, Good FormCont.13 15 SF per Stall: 15 SF x 25 Stalls = 375 SF 792 SF DY 17 Dwarf Yaupon Holly Ilex vomitoria 'Nana'3 gal.24" min.18" min.Full, Round, HealthyCont.24" IH Dwarf Indian Hawthorn "Snow White" Rhaphiolepis indica umbellata Cont.5 gal.18" min.24" min.36"22 Full, Healthy, Even Growth Dwarf Nandina Nandina domestica 'Nana Purpurea'Cont.3 gal.20" min.18" min.24" Locally Available by Season DN 32 SC Seasonal Color 4" potN/A78 sf Cont. DG Decomposed Granite ------Locally Available - Min. 3" Depth 1/2" 4" 12" STEEL EDGE STAKE, TYP. 12" STEEL SPLICING EDGING STAKE (SEE NOTE #3 BELOW) 6" STEEL EDGE TURF SOD OR SEED 1-1/2" BELOW TOP OF STEEL TOPSOIL 12" STEEL EDGE STAKE SHREDDED BARK MULCH SIDE VIEW FRONT VIEW TOP VIEW TURF CURB OR SIDEWALK BEND STEEL EDGE AT A 90° ANGLE AND STAKE IN PLACE WITH ANGLE CUT OF EXPOSED CORNER AS SHOWN BELOW TERMINUS OPTION 'A' TERMINUS OPTION 'B' STEEL EDGE TERMINATION N.T.S. 1.INSTALL STEEL EDGING TO UTILIZE FULL SECTIONS UNLESS CONTROLLED OTHERWISE WITH PLAN SHEET DIMENSIONS. 2.CUT STEEL EDGING AT AN ANGLE TO ACHIEVE A FINISHED STEEL EDGE HEIGHT OF 1/2" BELOW THE TOP OF ADJACENT HARDSCAPE. 3.IF STAKING IS NOT AVAILABLE WITHIN 12" OF THE EDGING TERMINATION, INSTALL A SPLICING EDGING STAKE WITHIN 6" OF THE TERMINATING EDGE AS SHOWN WITH OPTION 'B' 4.WHERE POSSIBLE, EDGE TERMINATION SHALL BE INSTALLED AS SHOWN IN TERMINUS OPTION 'A'. NOTES: STEEL EDGE CURB OR SIDEWALK CUT EXPOSED EDGE AT AN ANGLE 1/2" BELOW TOP OF CURB OR SIDEWALK Cont.1 gal.8" min.6" min.18"Full, Healthy, Even GrowthASAutumn Sage (Salvia) Salvia greggii N/A 2" cal.Full Canopy, Healthy, Good FormCont.6' min.4' min.Lilac Chaste Tree (Vitex) Vitex agnus-castusVX5 NO EXISTING LANDSCAPE, TREES OR PREVIOUSLY APPROVED 2001 SITE PLAN (ZA01-076) BUFFERYARD LANDSCAPE MATERIALS ARE DISTURBED OR REMOVED AS A PART OF THIS PROJECT. AS A CONDITION OF FINAL APPROVAL AND PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE ENTIRE SITE INTERIOR LANDSCAPE AND BUFFERYARDS MUST BE BROUGHT INTO CODE COMPLIANCE AS REQUIRED. EXISTING BUFFERYARD & INTERIOR LANDSCAPE NOTES1,024 sf Cont.1 gal.6" min.6" min.24"Full, Healthy, Even GrowthBSBerkeley Sedge Carex Divulsa 11 New Trees Parking Addition Requirements: (Base Bid) Parking Addition Requirements: (Alternate Bid #1)15 SF per Stall: 15 SF x 38 Stalls = 570 SF 1,885 SF 1,388 sf SOD Locally availableN/A N/AN/AN/A N/ATurf Sod (Common Bermuda) Cynodon dactylon AP 9 N/A 2" cal.Full Canopy, Healthy, Good FormCont.6' min.4' min.Aristocrat Pear Pyrus calleryana ‘Aristocrat’ Interior Landscape Area Requirements: