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PC2018-023 Fresenius Medical Care- Site Plan Approved Exhibits
DECEMBER 21, 2018 OF SH E E T N O . © FRESENIUS MEDICAL CARE SITE PLAN 1" = 2 , 0 0 0 ' PR E P A R E D B Y Te x a s B o a r d o f P r o f e s s i o n a l E n g i n e e r s R e g i s t r a t i o n N o . F - 4 3 9 43 5 0 L o c k h i l l - S e l m a R o a d , S u i t e 1 0 0 S a n A n t o n i o , T e x a s 7 8 2 4 9 2 1 0 . 4 9 4 . 5 5 1 1 Texas Board of Professional Engineers Registration No. F-439 4350 Lockhill-Selma Road, Suite 100 San Antonio, Texas 78249 210.494.5511 REVISIONSNo.DateApp. IN D E X O F D R A W I N G S VI C I N I T Y M A P DE C E M B E R 2 1 , 2 0 1 8 1 3 JO B N U M B E R 12 9 5 9 - 0 0 0 4 - 0 0 JOB NUMBER 12959-0004-00 ED W A R D S A Q U I F E R C O N T R I B U T I N G Z O N E TH I S P R O J E C T I S N O T W I T H I N T H E T.B.M. #101ELEVATION = 719.02 (NAVD '88 DATUM ) BASED ON GLOBAL POSITIONING SYSTE M ( G P S ) NAIL IN CONCRETE SIDEWALKNORTHING = 13,756,623.227EASTING = 2,203,866.480 T.B.M. #100ELEVATION = 719.79 (NAVD '88 DATUM ) BASED ON GLOBAL POSITIONING SYST E M ( G P S ) NAIL IN CONCRETE SIDEWALKNORTHING = 13,756,763.992EASTING = 2,203,921.067 S I T E T.B.M. #106ELEVATION = 716.27 (NAVD '88 DATUM ) BASED ON GLOBAL POSITIONING SYSTE M ( G P S ) NAIL IN CONCRETE SIDEWALKNORTHING = 13,756,843.353EASTING = 2,203,806.917 APPLICANT/DEVELOPER:CROSS DEVELOPMENT4328 MARSH RIDGE ROADCARROLLTON, TEXAS 75010TEL (214) 614-8252FAX (214) 556-1110CONTACT: WALT McMENNAMYOWNER:WILLIAM M. DIETZ5318 GLENWICK LANEDALLAS, TX 75209TEL (214) 499-4476ENGINEER:JONES | CARTER, INC.4350 LOCKHILL-SELMA ROADSUITE 100SAN ANTONIO, TEXAS 78249TEL (210) 494-5511FAX (210) 494-5519CONTACT: JOSEPH E. YORK V, PEARCHITECT/MEP:CROSS ARCHITECTS1255 W 15TH STREETSUITE 125PLANO, TX 75075TEL (972) 398-6644CONTACT: BEN WILSONLANDSCAPE ARCHITECT:BELLE FIRMA4245 NORTH CENTRAL PARKWAYSUITE 501DALLAS, TX 75205TEL (214) 865-7192CONTACT: KORI HAUG WATER/WASTEWATER PROVIDER:SCHERTZ PUBLIC WORKS10 COMMERCIAL PLACESCHERTZ, TX 78154TEL (210) 619-1800ELECTRICITY PROVIDER:GVEC6400 IH-10 WSEGUIN, TX 78155TEL (830) 386-4424CONTACT: PAUL STOCKGAS PROVIDER:CENTERPOINT ENERGY2730 S IH-35NEW BRAUNFELS, TX 78130TEL (830) 643-6938CONTACT: DEVIN KLEINFELDERTELEPHONE PROVIDER:AT&T4119 BROADWAYROOM 740D07SAN ANTONIO, TX 78209TEL (210) 283-1015CONTACT: PHILIP AUSTINCABLE PROVIDER:SPECTRUM1900 BLUE CREST LANESAN ANTONIO, TX 78247CONTACT: ZACH MARCUM SI T E P L A N FO R FR E S E N I U S M E D I C A L C A R E LO T 1 , B L O C K 1 17 8 7 F M 3 0 0 9 SC H E R T Z , T X 7 8 1 5 4 CI T Y O F S C H E R T Z A P P R O V A L SH E E T NU M B E R SH E E T D E S C R I P T I O N 1 CO V E R S H E E T 2 SI T E P L A N 3 PR E L I M I N A R Y U T I L I T Y P L A N A3 . 0 BU I L D I N G E L E V A T I O N S L1 . 0 1 TR E E P R E S E R V A T I O N P L A N L2 . 0 1 LA N D S C A P E P L A N Ap p r o v e d By : Em i l y D e l g a d o Pla n n i n g & C o m m u n i t y D e v e l o p m e n t 9: 1 3 a m , 0 1 / 1 5 / 2 0 1 9 G V V 150' 126'2 4 ' 25' FIRE LANE FIRE LANE F I R E L A N E FIRE LANE FIRE LANE 25' 10'20'(TYP.)10'(TYP.)20'(TYP.)10'(TYP.)20'(TYP.)25' B.S.L.25' B.S.L.25' B.S.L.20' LANDSCAPEBUFFER ZONE20' LANDSCAPEBUFFER ZONE 24'20'(TYP.)10'(TYP.)26'12 @ 10' = 120' R 3 ' R3'R5' R3 ' 27 . 3 6 ' 18 . 0 7 ' 11 @ 10' = 110'8 @ 10' = 80'16.50' 18' 3.07'11.97'12.50'21'12.50'18.10'38.40'15.79'16.50' 15.10' 4.04' 49.64'38.99'17.00' 19.25' 5 . 1 2 ' 2 1 . 9 2 ' 5 . 6 2 ' 16.50'8 @ 10' = 80'10'10' 1 0 ' 1 1 . 6 2 ' 2 @ 10 ' = 2 0 ' 2'25'2'5.09'74.03'7.43'R3'20'21.14'20.60' R3' R3'R3'5'5.09' R25'3 8 . 7 1 ' 5 @ 1 0 ' = 5 0 ' R3 ' R 3 ' 4 . 0 0 ' R 3 ' 1 0 ' R3'17.00' 6 @ 1 0 ' = 6 0 ' 1 0 ' 1 0 ' 4 . 0 0 ' R3 ' R 3 ' 16.50' R2 3 ' 36.47 ' 6' 35' 15 ' A E R I A L P U B L I C UT I L I T Y E A S E M E N T 2.61'R2'8.26'35'12'5.00' 5 ' SEE NOTE 2 FORDUMPSTER PADDETAILS IS L A N D F O R PO R T E C O C H E R E 8' MASONRYSCREENINGWALL8' MASONRYSCREENINGWALL8' MASONRYSCREENINGWALL 6' RETAININGWALL EASEMENT 20 ' L A N D S C A P E BU F F E R Z O N E 20 ' L A N D S C A P E BU F F E R Z O N E 8' WHEEL STOP(TYP.)8' WHEEL STOP(TYP.)8' WHEEL STOP(TYP.)8' WHEEL ST O P (TYP . ) 6' W H E E L S T O P 6' RETAININGWALL EASEMENT 50 ' B . S . L . 5' TREEPLANTING ZONE 1' MASONRYSCREENING WALLZONE RETAINING WALL 0.50'0.50' R5 5 ' R 1 0 ' 9.68' R2.61' R2.61' R2' R3' 18.00' 123.35' R15' 2 3 . 0 8 ' 1. 7 7 ' REVISIONSFRESENIUS MEDICAL CARE CROSS DEVELOPMENT OF No.Date App.SH E E T N O . K:\12959\12959-0004-00 fresenius medical care, 1.498 acres, fm\2 design phase\CAD\Plans\Site\site plan application\12959-0004 Site.dwg nc: December 20, 2018 © 2018 Jones | Carter JOB NO.: SCALE:DESIGNED BY.:NIC CHECKED BY:JEY Texas Board of Professional Engineers Registration No. F-439 AB C D E F 1234 JO S E P H E . Y O R K V 12 4 9 3 4 DE C E M B E R 2 0 1 8 IN T E R I M R E V I E W No t i n t e n d e d f o r c o n s t r u c t i o n , bi d d i n g o r p e r m i t p u r p o s e s . P. E . S e r i a l N o . : Da t e : En g i n e e r : DATE: DRAWN BY:CAD 4350 Lockhill-Selma Road, Suite 100 San Antonio, Texas 78249 210.494.5511 AS SHOWN LOT 1, BLOCK 1 - 1787 FM 3009, SCHERTZ, TX 78154 2 3 SITE PLAN DECEMBER 21, 2018 12959-0004-00 CA U T I O N : O V E R H E A D E L E C T R I C CO N T R A C T O R S H A L L E X E R C I S E C A U T I O N DU R I N G E X C A V A T I O N , C O N S T R U C T I O N , A N D AL L A C T I V I T I E S O N S I T E A N D S T A Y A W A Y FR O M A L L O V E R H E A D P O W E R . C O N T R A C T O R SH A L L C O M P L Y W I T H A L L L O C A L , S T A T E , A N D FE D E R A L R E Q U I R E M E N T S D E A L I N G W I T H CL E A R A N C E S A N D C O N S T R U C T I O N A C T I V I T I E S . CA L L A T L E A S T 2 W O R K I N G D A Y S ( 4 8 H O U R S ) BE F O R E Y O U D I G : TE X A S 8 1 1 ( D I G T E S S ) ( 1 - 8 0 0 - 3 4 4 - 8 3 7 7 ) -O R - LO N E S T A R N O T I F I C A T I O N C E N T E R (1 - 8 0 0 - 5 6 9 - 0 3 4 4 ) NO T I C E SC A L E : 1 " = 2 0 ' 20 0 10 5 40 60 FI R E H Y D R A N T W / G A T E V A L V E SA N I T A R Y S E W E R W / C L E A N O U T GR O U N D C O N T O U R WA T E R L I N E W / G A T E V A L V E SA N I T A R Y S E W E R W / M A N H O L E ST O R M S E W E R W / M A N H O L E ST O R M S E W E R W / C U R B I N L E T OV E R H E A D E L E C T R I C W / P O W E R P O L E WA T E R L I N E W / M E T E R GA S L I N E EX I S T I N G L E G E N D TR E E T O R E M A I N TR E E T O B E R E M O V E D ( R ) 1. PA V E M E N T I N H A N D I C A P P A R K I N G , A C C E S S A I S L E S , A N D SI D E W A L K C R O S S S L O P E S S H A L L N O T E X C E E D 2 . 0 0 % S L O P E . 2. AL L H A N D I C A P R A M P S S H A L L B E S L O P E D A T 8 . 3 3 % O R L E S S . 3. CO N C R E T E S I D E W A L K S A N D A D A R A M P S A T D R I V E W A Y AP P R O A C H E S S H A L L H A V E A B R O O M F I N I S H S U R F A C E . 4. CO N C R E T E S H A L L B E C U R E D U S I N G A L I Q U I D ME M B R A N E - F O R M I N G C O M P O U N D T H A T I S U N I F O R M L Y SP R A Y E D O N A L L E X P O S E D S U R F A C E S . 5. PA V E M E N T R E S T O R A T I O N T I E - I N S M U S T B E P E R P E N D I C U L A R T O CU R B L I N E . 6. SI D E W A L K P A V E M E N T R E S T O R A T I O N S H O U L D S T A R T A T J O I N T . 7. PA V I N G D E T A I L S I N P A G E 28 . 8. PA V E M E N T S T R I P I N G S H A L L B E F O U R ( 4 ) I N C H W H I T E W P T - 1 2 , LE A D F R E E , I N A C C O R D A N C E W I T H D M W - 8 2 0 0 O R A P P R O V E D EQ U A L . S U R F A C E P R E P A R A T I O N , M A T E R I A L P L A C E M E N T , AP P L I C A T I O N , A N D P E R F O R M A N C E P E R I O D S H A L L A D H E R E T O TX D O T I T E M 6 6 6 O F T H E 2 0 0 4 S P E C I F I C A T I O N S . 9. RE F E R T O T H E L A T E S T G E O T E C H N I C A L R E P O R T F O R S U B G R A D E PR E P A R A T I O N A N D C O M P A C T I O N R E Q U I R E M E N T S . P A V I N G N O T E S : LI G H T D U T Y C O N C R E T E P A V E M E N T SE E D T L S H E E T 28 . HE A V Y D U T Y C O N C R E T E P A V E M E N T SE E D T L S H E E T 28 DU M P S T E R P A D H E A V Y D U T Y C O N C R E T E SE E D T L S H E E T 28 . CO N C R E T E S I D E W A L K P A V E M E N T SE E D T L S H E E T 28 . SL O P E P A V I N G F O R S T O R M O U T F A L L SE E D T L S H E E T 28 . TR E E W E L L ( S E E D T L S H E E T 29 ) 1. AL L P A V E M E N T D I M E N S I O N S A R E T O F A C E O F CU R B . 2. DU M P S T E R E N C L O S U R E S H A L L B E CO N S T R U C T E D F R O M M A S O N R Y M A T E R I A L . TH E W A L L D I M E N S I O N S S H A L L B E 2 1 ' x 1 2 . 5 ' x 8 , WI T H S O L I D M E T A L G A T E S I N F R O N T . 3. AL L D R I V E A I S L E S A N D F I R E L A N E S S H A L L B E PA V E D W I T H H E A V Y - D U T Y C O N C R E T E ; A L L PA R K I N G S T A L L S S H A L L B E P A V E D W I T H LI G H T - D U T Y C O N C R E T E . NO T E S : CI T Y O F S C H E R T Z A P P R O V A L FL O O D P L A I N N O T E S 1. AC C O R D I N G T O F L O O O D I N S U R A N C E R A T E M A P , P A N E L 4 8 1 8 7 C 0 2 1 0 F , DA T E D N O V E M B E R 2 , 2 0 0 7 , I S L O C A T E D I N Z O N E X A N D I S N O T W I T H I N TH E 1 0 0 - Y E A R F L O O D P L A I N . 2. A S M A L L P O R T I O N O F T H E S U B J E C T T R A C T I S L O C A T E D W I T H I N Z O N E “ X ” (S H A D E D ) W H I C H I S D E F I N E D B Y F E M A A S “ A R E A S D E T E R M I N E D T O B E IN S I D E T H E 0 . 2 % A N N U A L C H A N C E F L O O D P L A I N , ” C O M M O N L Y K N O W N A S TH E 5 0 0 - Y E A R F L O O D P L A I N . T H E R E M A I N I N G M A J O R I T Y O F T H E S U B J E C T TR A C T I S L O C A T E D W I T H I N Z O N E “ X ” ( U N - S H A D E D ) W H I C H I S D E F I N E D B Y FE M A A S “ A R E A S D E T E R M I N E D T O B E O U T S I D E T H E 0 . 2 % A N N U A L C H A N C E FL O O D P L A I N , ” C O M M O N L Y K N O W N A S T H E 5 0 0 - Y E A R F L O O D P L A I N . PR O P O S E D L A N D S C A P E D A R E A TR A F F I C F L O W A R R O W PR O P O S E D S T R I P I N G Ap p r o v e d By : Em i l y D e l g a d o Pla n n i n g & C o m m u n i t y D e v e l o p m e n t 9: 1 3 a m , 0 1 / 1 5 / 2 0 1 9 69 L F ~ 6 " P R I V A T E S A N S E W @ 1 . 0 0 % G V V G V V 15 L F ~ 1 " P V C I R R I G A T I O N PR O P O S E D F I R E H Y D R A N T Ϯ Ͳ ϰ ϱ Σ E ^ DO U B L E - C H E C K D E T E C T O R V A L V E BF P I N V A U L T 2" G A S M A I N E X T E N S I O N (B Y O T H E R S ) ϭ Ͳ ϰ ϱ Σ E ͕ D : GA S S E R V I C E T A P 20 L F ~ 6 " P V C F I R E ϭ Ͳ ϰ ϱ Σ E ͕ D : 8' MASONRYSCREENINGWALL8' MASONRYSCREENINGWALL8' MASONRYSCREENINGWALL 6" WYE AND C . O . FL =712 . 7 2 DOUBL E C . O . FL =7 1 7 . 0 0 SAN STA C K FL 6" FL IN (S) =71 6 . 7 2 6" FL OUT (N) = 71 2 . 7 2 28 L F ~ 6 " P R I V A T E SA N S E W @ 1 . 0 0 % 93 L F ~ 2 " P V C D O M E S T I C ( T O T A L ) 56 L F ~ 6 " P V C F I R E 15 2 L F ~ 1 . 5 " P R O P O S E D GA S S E R V I C E L I N E SAMPL E W E L L FL = 7 1 2 . 6 9 3 L F ~ 6 " P R I V A T E SA N S E W @ 1 . 0 0 % CO N N E C T T O EX I S T S S M H FL = 7 1 2 . 0 0 15 ' A E R I A L P U B L I C UT I L I T Y E A S E M E N T 35 ' W A T E R / W A S T E W A T E R EA S E M E N T 6' RETAININGWALL EASEMENT 6' RETAININGWALL EASEMENT REVISIONSFRESENIUS MEDICAL CARE CROSS DEVELOPMENT OF No.Date App.SH E E T N O . K:\12959\12959-0004-00 fresenius medical care, 1.498 acres, fm\2 design phase\CAD\Plans\Site\site plan application\12959-0004 Site Utility.dwg nc: December 20, 2018 © 2018 Jones | Carter JOB NO.: SCALE:DESIGNED BY.:NIC CHECKED BY:JEY Texas Board of Professional Engineers Registration No. F-439 AB C D E F 1234 JO S E P H E . Y O R K V 12 4 9 3 4 DE C E M B E R 2 0 1 8 IN T E R I M R E V I E W No t i n t e n d e d f o r c o n s t r u c t i o n , bi d d i n g o r p e r m i t p u r p o s e s . P. E . S e r i a l N o . : Da t e : En g i n e e r : DATE: DRAWN BY:CAD 4350 Lockhill-Selma Road, Suite 100 San Antonio, Texas 78249 210.494.5511 AS SHOWN LOT 1, BLOCK 1 - 1787 FM 3009, SCHERTZ, TX 78154 3 3 PRELIMINARY UTILITY PLAN DECEMBER 21, 2018 12959-0004-00 CA U T I O N : O V E R H E A D E L E C T R I C CO N T R A C T O R S H A L L E X E R C I S E C A U T I O N DU R I N G E X C A V A T I O N , C O N S T R U C T I O N , A N D AL L A C T I V I T I E S O N S I T E A N D S T A Y A W A Y FR O M A L L O V E R H E A D P O W E R . C O N T R A C T O R SH A L L C O M P L Y W I T H A L L L O C A L , S T A T E , A N D FE D E R A L R E Q U I R E M E N T S D E A L I N G W I T H CL E A R A N C E S A N D C O N S T R U C T I O N A C T I V I T I E S . CA L L A T L E A S T 2 W O R K I N G D A Y S ( 4 8 H O U R S ) BE F O R E Y O U D I G : TE X A S 8 1 1 ( D I G T E S S ) ( 1 - 8 0 0 - 3 4 4 - 8 3 7 7 ) -O R - LO N E S T A R N O T I F I C A T I O N C E N T E R (1 - 8 0 0 - 5 6 9 - 0 3 4 4 ) NO T I C E SC A L E : 1 " = 2 0 ' 20 0 10 5 40 60 FI R E H Y D R A N T W / G A T E V A L V E SA N I T A R Y S E W E R W / C L E A N O U T GR O U N D C O N T O U R WA T E R L I N E W / G A T E V A L V E SA N I T A R Y S E W E R W / M A N H O L E ST O R M S E W E R W / M A N H O L E ST O R M S E W E R W / C U R B I N L E T OV E R H E A D E L E C T R I C W / P O W E R P O L E WA T E R L I N E W / M E T E R GA S L I N E EX I S T I N G L E G E N D TR E E T O R E M A I N TR E E T O B E R E M O V E D ( R ) 1. WA T E R A N D S E W E R M A I N S S H A L L B E C O N S T R U C T E D A N D TE S T E D I N A C C O R D A N C E W I T H T C E Q R U L E S A N D RE G U L A T I O N S . 2. CO N T R A C T O R I S R E S P O N S I B L E F O R V E R I F Y I N G T H E D E P T H A N D LO C A T I O N O F A L L E X I S T I N G U T I L I T I E S , S H O W N O R N O T , D U R I N G CO N S T R U C T I O N . S O M E E X I S T I N G U T I L I T Y L I N E S S H O W N H A V E BE E N T A K E N F R O M T H E C O R R E S P O N D I N G U T I L I T Y C O M P A N Y ' S RE C O R D M A P S . 3. CO N T R A C T O R S H A L L B E R E S P O N S I B L E F O R S E C U R I N G A L L UT I L I T Y P E R M I T S , P R I O R T O I N S T A L L A T I O N O F A N Y U T I L I T I E S IN C L U D I N G W A T E R , S E W E R , E L E C T R I C , F I B E R , A N D G A S . 4. DO M E S T I C W A T E R S E R V I C E S H A L L B E P V C P I P E C O N F O R M I N G TO A S T M D - 2 2 4 1 , S D R 2 1 , A N D R A T E D F O R 1 6 0 P S I . J O I N T S SH A L L B E G A S K E T E D P U S H O N T Y P E C O N F O R M I N G T O A S T M D- 3 1 3 9 A N D F - 4 7 7 . F I T T I N G S A N D J O I N T S S H A L L B E R A T E D T H E SA M E A S T H E P I P E . D O M E S T I C S E R V I C E L I N E S H O U L D H A V E A MI N I M U M O F 2 4 I N C H E S O F C O V E R . 5. FI R E M A I N & F D C P I P E S H A L L B E P V C , C - 9 0 0 , D R - 1 8 , P C 2 3 5 WI T H M E C H A N I C A L J O I N T R E S T R A I N T . 6. GR A V I T Y S E W E R L A T E R A L S H A L L B E S D R 2 6 ( A S T M D - 3 0 3 4 ) IN S T A L L E D W I T H C L E A N O U T S A S P E R P L U M B I N G C O D E . 7. HD P E S T O R M S E W E R P I P E S H A L L B E T Y P E S , D U A L W A L L / N 1 2 , SM O O T H I N T E R I O R . 8. CO N C R E T E T H R U S T B L O C K S S H A L L B E P R O V I D E D F O R A L L T E E S , BE N D S A N D V A L V E S F O R W A T E R L I N E . G E N E R A L U T I L I T Y N O T E S : FI R E H Y D R A N T W / G A T E V A L V E SA N I T A R Y S E W E R W / C L E A N O U T WA T E R L I N E W / G A T E V A L V E SA N I T A R Y S E W E R W / M A N H O L E WA T E R L I N E W / M E T E R PR O P O S E D L E G E N D KE Y E D N O T E S : 2 13 FI R E L I N E S E R V I C E : I N S T A L L 1 2 - I N C H X 6 - I N C H T A P P I N G SL E E V E M . J . , 6 - I N C H G A T E V A L V E M . J . , 6 - I N C H V A L V E B O X , CO M P L E T E W I T H D . I . P I P E A S R E Q U I R E D . I N S T A L L A 6 - I N C H DO U B L E C H E C K D E T E C T O R A S S E M B L Y W I T H B Y P A S S M E T E R I N VA U L T . S E E D E T A I L S H E E T S 20 A N D 22 . DO M E S T I C W A T E R S E R V I C E : I N S T A L L 1 2 - I N C H X 2 - I N C H T A P WI T H S E R V I C E S A D D L E , 2 - I N C H D O M E S T I C W A T E R M E T E R WI T H B O X , 2 - I N C H B A C K F L O W P R E V E N T E R . S E E D E T A I L SH E E T 20 . IR R I G A T I O N S E R V I C E : I N S T A L L 1 2 - I N C H X 1 - I N C H T A P W I T H SE R V I C E S A D D L E , 1 - I N C H I R R I G A T I O N W A T E R M E T E R W I T H ST A N D A R D M E T E R B O X , 1 - I N C H B A C K F L O W P R E V E N T E R . RE F E R E N C E I R R I G A T I O N P L A N S F O R B A C K F L O W P R E V E N T E R AN D C O N T I N U A T I O N O F L I N E . S E E D E T A I L S H E E T 20 . FI R E H Y D R A N T : I N S T A L L 1 2 - I N C H X 6 - I N C H T A P P I N G S L E E V E M. J . , 6 - I N C H G A T E V A L V E M . J . , T Y P E " A " V A L V E B O X , 6 " D . I . NI P P L E , A N D F I R E H Y D R A N T S E E D E T A I L S H E E T 20 . RE F E R T O M E P F O R C O N T S A N I T A R Y S E W E R , W A T E R L I N E S , GA S L I N E C O N N E C T I O N S 4 1 3 5 5 2 4 5 GA S L I N E SA N I T A R Y S E W E R W / S T A C K CI T Y O F S C H E R T Z A P P R O V A L FL O O D P L A I N N O T E S 1. AC C O R D I N G T O F L O O O D I N S U R A N C E R A T E M A P , P A N E L 4 8 1 8 7 C 0 2 1 0 F , DA T E D N O V E M B E R 2 , 2 0 0 7 , I S L O C A T E D I N Z O N E X A N D I S N O T W I T H I N TH E 1 0 0 - Y E A R F L O O D P L A I N . 2. A S M A L L P O R T I O N O F T H E S U B J E C T T R A C T I S L O C A T E D W I T H I N Z O N E “ X ” (S H A D E D ) W H I C H I S D E F I N E D B Y F E M A A S “ A R E A S D E T E R M I N E D T O B E IN S I D E T H E 0 . 2 % A N N U A L C H A N C E F L O O D P L A I N , ” C O M M O N L Y K N O W N A S TH E 5 0 0 - Y E A R F L O O D P L A I N . T H E R E M A I N I N G M A J O R I T Y O F T H E S U B J E C T TR A C T I S L O C A T E D W I T H I N Z O N E “ X ” ( U N - S H A D E D ) W H I C H I S D E F I N E D B Y FE M A A S “ A R E A S D E T E R M I N E D T O B E O U T S I D E T H E 0 . 2 % A N N U A L C H A N C E FL O O D P L A I N , ” C O M M O N L Y K N O W N A S T H E 5 0 0 - Y E A R F L O O D P L A I N . Ap p r o v e d By : Em i l y D e l g a d o Pla n n i n g & C o m m u n i t y D e v e l o p m e n t 9: 1 3 a m , 0 1 / 1 5 / 2 0 1 9 AL1 STANDING SEAM METAL DARK ANODIZED BRONZE ALUMINUM FRAME KAWNEER OR APPROVED EQUAL N/A FINISH LEGEND FINISH KEY DESCRIPTION/ LOCATION COLOR IDENTIFICATION/ FINISH/ STYLE MANUFACTURER CONTACT GR1 EXTERIOR MASONRY MORTAR 10X BUFF TYPE S MORTAR SGS - SOLOMON COLORS INC.BART SNOWDEN - (214) 794-9159 M1 EXTERIOR MASONRY EBONY IS SIZE: MODULAR / TEXTURE: SMOOTH BART SNOWDEN - (214) 794-9159 M2 SAND PEBBLE DRYVIT STAN HUGHES - (817) 944-2540 PT1 EXTERIOR PAINT SW 6110 SHERWIN WILLIAMS A1 STOREFRONT SYSTEM DARK BRONZE BERRIDGE MANUFACTURING COMPANY N/A MC1 PRE-FINISHED METAL COPING N/A CLOUD CERAMICS 12" WIDE PANELS BRETT C. HUCKELBURY - (214) 728-6696 M3 EXTERIOR FOAM WITH STUCCO CORNICE (REF. ELEVATIONS) SAND PEBBLE DRYVIT STAN HUGHES - (817) 944-2540AMARILLO WHITE #113 PT2 EXTERIOR BOLLARD PAINT SW 4084SAFETY YELLOW SHERWIN WILLIAMS BRETT C. HUCKELBURY - (214) 728-6696 SIERRA TAN CS1 SMOOTH N/A - SAMPLE TO BE PROVIDED BY GCCAST STONE (REF. ELEVATIONS)BUFF EXTERIOR STUCCO (REF. ELEVATIONS) STEADY BROWN TAMALE #382 SG1 SPANDREL GLASS N/A WF1 WINDOW FILM OPAQUE BLACK SH2BKOP 3M N/A BLACK 02 A4.0 T.O. WINDOW SILL 103' - 6" T.O. WATER TABLE 107' - 0" T.O. PARAPET FRAMING 119' - 0" B.O. PORTE CO CHERE 114' - 1 1/2"" T.O. PARAPET FRAMING 123' - 0" F.F. 100' - 0" T.O. WATER TABLE 104' - 5" T.O. PARAPET FRAMING 121' - 0" 01 A5.1 B.O. AWNING 107' - 2" 108'-6" F.F. 100' - 0" B.O. AWNING (BEYOND) (BEYOND) (BEYOND) (BEYOND) T.O. WATER TABLE 104' - 5" T.O. PARAPET FRAMING 121' - 0" T.O. WATER TABLE 114' - 5 1/2" (BEYOND) A3.30 A3.60 A3.160 PT1 PT1 A3.30 A3.60 A3.160PT1 PT1 A3.90 A3.150 A3.50 A3.70 PT1 A3.40 AL1 A3.20A3.20A3.190 A3.140A3.10 A3.80 MC1 A3.120A3.120 A3.20 M1 A3.10 A3.90 A3.80 MC1 A3.80 MC1A3.100 A3.150 A3.50 A3.50 A3.130 A1 A3.100 M3 GR1 M1 GR1 M1 GR1 (BEYOND)M3 M2 A3.130 A1 (BEYOND) M2 (TYP) A3.200 A3.210 M1 GR1CS1GR1 144'-11 5/8"26'-2 5/8" A3.220 AL1 SG1 A3.110 PT2 CS1 GR1 2'-0" BUMP OUT 29'-6 3/4" BUMP OUT T.O. PARAPET FRAMING 123' - 0" (BEYOND) A3.130 A1 F.F. 100' - 0" B.O. AWNING 107' - 2" T.O. PARAPET FRAMING 123' - 0" T.O. WINDOW SILL 103' - 6" T.O. WATER TABLE 104' - 5" T.O. WATER TABLE 114' - 5 1/2" (BEYOND) T.O. PARAPET FRAMING 121' - 0" F.F. 100' - 0" T.O. WATER TABLE 104' - 5" B.O. AWNING 107' - 2" 01 A4.0 A3.70 PT1 A3.40 AL1 A3.20 M1 A3.10 A3.80 MC1 A3.180 A3.120 A3.30 A3.60 PT1 PT1 A3.130 A1 A3.130 A1 A3.90 A3.150 A3.130 A1 A3.90 M2 A3.150 A3.50 A3.100 M3 PT1 GR1 (TYP) M2 A3.80 MC1(TYP) A3.210 M1 GR1CS1GR1 73'-11 1/4"2'-0" BUMP OUT2'-0" BUMP OUT 29'-10 1/2" BUMP OUT T.O. PARAPET FRAMING 123' - 0" (BEYOND) T.O. PARAPET FRAMING 123' - 0" F.F. 100' - 0" T.O. WATER TABLE 104' - 5" T.O. PARAPET FRAMING 123' - 0" T.O. WATER TABLE 107' - 0" T.O. PARAPET FRAMING 118' - 8" B.O. PORTE CO CHERE 114' - 1 1/2" F.F. 100' - 0" T.O. WATER TABLE 114' - 5 1/2" B.O. AWNING 108' - 6" (BEYOND) 02 A4.0 B.O. AWNING (BEYOND) 107' - 2" A3.40 AL1 A3.40 AL1 A3.90 M2 A3.150 A3.90 A3.150 A3.90 A3.150 A3.20A3.20A3.20 M1 A3.10 A3.80 MC1 A3.80 MC1A3.80 MC1 A3.120 A3.120 A3.130 A1 A3.120 A3.50 A3.40 AL1 (TYP) GR1 A3.100 M3 A3.100 M3M2 M1 GR1 M1 GR1 A3.10 M2 A3.110 PT2 (TYP) A3.100 M3 A3.80 MC1 A3.50 A3.210 M1 GR1 CS1 GR1 CS1 GR1 144'-11 5/8"26'-2 5/8"2'-0" BUMP OUT 39'-1 1/2" BUMP OUT T.O. PARAPET FRAMING 121' - 0" A3.220 AL1 SG1 (TYP)(TYP) SLIDE F.F. 100' - 0" T.O. WINDOW SILL 102' - 6" T.O. PARAPET FRAMING 123' - 0" 01 A5.2 03 A5.1 T.O. WATER TABLE 107' - 0" T.O. PARAPET FRAMING 119' - 0" B.O. PORTE CO CHERE 111' - 6" F.F. 100' - 0" T.O. WINDOW SILL 103' - 6" B.O. AWNING 108' - 6" T.O. PARAPET FRAMING 121' - 0" T.O. WATER TABLE 104' - 5" 01 A4.0 A3.80 MC1 A3.100 A3.10 A3.20 M1 A3.20A3.40 AL1 A3.90 A3.150A3.90 M2 A3.150 A3.160 A3.170 A3.30 A3.60 PT1 PT1 A3.130 A1 A3.190 A3.80 MC1 A3.100A3.120 A3.40 AL1 A3.110 PT2 M3 T.O. WATER TABLE 114' - 5 1/2" GR1 (TYP) A3.100 M3 M1 GR1 M2 M3 A3.50 A3.210 M1 GR1CS1GR1 A3.10 CS1 GR1 A3.10 CS1 GR1 36'-6 3/4" 20'-2" BUMP OUT 37'-8 5/8" AL1 AL1 A3.220 A3.40 WF1 SG1 2'-0" BUMP OUT 2'-0" BUMP OUT A3.40 AL1 A3.220 AL1 SG1 CAST STONE WATER TABLE. MODULAR BRICK VENEER. PRE-FINISHED CONDUCTOR BOX. STOREFRONT/GLAZING. ROOF LINE BEYOND. PRE-FINISHED 6" W x 4" D (SQUARE) METAL DOWNSPOUT. HOLLOW METAL DOOR AND FRAME. PRE-FINISHED METAL COPING. STUCCO VENEER. FOAM WITH STUCCO CORNICE. 6" Ø STEEL PIPE BOLLARD W/ CONCRETE. WALL MOUNTED LIGHT FIXTURE (REFER MEP). METAL ROOF. EMERGENCY WATER CONNECTION - BEST ACCESS DOORS, MODEL# BA-PAL“8 X 8”, WITH CYLINDER LOCK AND KEY, STAINLESS STEEL (BRUSH FINISH). CONTROL JOINT. OVERFLOW SCUPPER. KNOX BOX. ELECTRICAL GEAR - PAINT TO MATCH BUILDING. GAS MANIFOLD. FDC. REFER TO PLUMBING PLANS. BRICK ROWLOCK SILL. SPANDREL GLASS A3.10 A3.20 A3.30 A3.40 A3.50 A3.60 A3.70 A3.80 A3.90 A3.100 A3.110 A3.120 A3.130 A3.140 A3.150 BUILDING ELEVATIONS KEY NOTES A3.160 A3.170 A3.180 A3.190 A3.200 A3.210 A3.220 TOTAL FACADE AREA INCLUDING WINDOWS & DOORS - 3,308 S.F. BUILDING CATEGORY DESIGN: OFFICE/PUBLIC NORTH (LEFT SIDE) ELEVATION TOTAL FACADE AREA EXCLUDING WINDOWS & DOORS - 3,061 S.F. TOTAL AREA OF GLASS WINDOWS & DOORS - 223 S.F. TOTAL AREA OF BRICK - 611 S.F. TOTAL AREA OF STUCCO - 2,355 S.F. TOTAL AREA OF CAST STONE - 38 S.F. TOTAL AREA OF FOAM W/ STUCCO CORNICE - 57 S.F. WEST (REAR) ELEVATION TOTAL FACADE AREA INCLUDING WINDOWS & DOORS - 1,688 S.F. TOTAL FACADE AREA EXCLUDING WINDOWS & DOORS - 1,531 S.F. TOTAL AREA OF GLASS WINDOWS & DOORS - 111 S.F. TOTAL AREA OF BRICK - 290 S.F. TOTAL AREA OF STUCCO - 1,197 S.F. TOTAL AREA OF CAST STONE - 18 S.F. TOTAL AREA OF FOAM W/ STUCCO CORNICE - 26 S.F. SOUTH (RIGHT SIDE) ELEVATION TOTAL FACADE AREA INCLUDING WINDOWS & DOORS - 3,378 S.F. TOTAL FACADE AREA EXCLUDING WINDOWS & DOORS - 2,849 S.F. TOTAL AREA OF GLASS WINDOWS & DOORS - 529 S.F. TOTAL AREA OF BRICK - 698 S.F. TOTAL AREA OF STUCCO - 2,059 S.F. TOTAL AREA OF CAST STONE - 31 S.F. TOTAL AREA OF FOAM W/ STUCCO CORNICE - 58 S.F. EAST (FRONT) ELEVATION TOTAL BUILDING FACADE (ALL ELEVATIONS) TOTAL FACADE AREA INCLUDING WINDOWS & DOORS - 10,221 S.F. TOTAL FACADE AREA EXCLUDING WINDOWS & DOORS - 8,945 S.F. TOTAL AREA OF GLASS WINDOWS & DOORS - 1,206 S.F. TOTAL AREA OF BRICK - 2,104 S.F. TOTAL AREA OF STUCCO - 6,559 S.F. TOTAL AREA OF CAST STONE - 105 S.F. TOTAL AREA OF FOAM W/ STUCCO CORNICE - 174 S.F. TOTAL FACADE AREA INCLUDING WINDOWS & DOORS - 1,847 S.F. TOTAL FACADE AREA EXCLUDING WINDOWS & DOORS - 1,504 S.F. TOTAL AREA OF GLASS WINDOWS & DOORS - 343 S.F. TOTAL AREA OF BRICK - 505 S.F. TOTAL AREA OF STUCCO - 948 S.F. TOTAL AREA OF CAST STONE - 18 S.F. TOTAL AREA OF FOAM W/ STUCCO CORNICE - 33 S.F. TOTAL % OF GLASS WINDOWS & DOORS - 8% TOTAL % OF GLASS WINDOWS & DOORS - 7% TOTAL % OF GLASS WINDOWS & DOORS - 17% TOTAL % OF GLASS WINDOWS & DOORS - 19% TOTAL % OF GLASS WINDOWS & DOORS - 51% A3.0 BUILDING ELEVATIONS REVISIONS DATENO AR C H I T E C T : CR O S S A R C H I T E C T S , P L L C 12 5 5 W . 1 5 T H S T R E E T , S U I T E 1 2 5 PL A N O , T E X A S 7 5 0 7 5 P: 9 7 2 . 3 9 8 . 6 6 4 4 WW W . C R O S S A R C H I T E C T S . C O M 09/20/2018 04/25/2018 18049 SHEET NUMBER COPYRIGHT © 2018 PROJECT NUMBER: DATE: PR O P O S E D S H E L L B U I L D I N G F O R : 10 0 5 5 4 - 1 - D N - 0 W - G U - 2 0 1 6 FR E S E N I U S M E D I C A L C A R E LO T 1 , B L O C K 1 17 8 7 F M 3 0 0 7 SC H E R T Z , T X 7 8 1 5 4 ross architects A T BRI A N RUM S E Y 1815 4 BRI A N RUM S E Y 1815 4 BRI A N RUM S E Y 1815 4T S XETEFO SA BRI A N RUM S E Y 1815 4 REGIS T E R ED ARC HI T E CT 1 CITY REVIEW COMMENTS 06/15/18 3 TITLE BLOCK REVISION 09/20/18 SCALE: 1/8" = 1'-0" NORTH (RIGHT SIDE) ELEVATION01 SCALE: 1/8" = 1'-0" WEST (REAR) ELEVATION02 SCALE: 1/8" = 1'-0" SOUTH (RIGHT SIDE) ELEVATION03 SCALE: 1/8" = 1'-0" EAST (FRONT) ELEVATION04 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 XXX Approved By: Emily Delgado Planning & Community Development 9:13 am, 01/15/2019 V V 647 645 550 579 577 625 564 565 X XX X X X EXISTING TREE TO REMAIN, TYP. TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION, TYP. REFER TO 01/L1.01 EXISTING TREE TO REMAIN, TYP. TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION, TYP. REFER TO 01/L1.01 EXISTING TREE TO REMAIN, TYP. TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION, TYP. REFER TO 01/L1.01 552 EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO BE REMOVED, TYP. 644 641 643 642 640 638 639 611 607 606 572 573 594 591 583 582 584554 648 570 X X X X X X 646 X X REVISIONS DATENO AR C H I T E C T : CR O S S A R C H I T E C T S , P L L C 12 5 5 W . 1 5 T H S T R E E T , S U I T E 1 2 5 PL A N O , T E X A S 7 5 0 7 5 P: 9 7 2 . 3 9 8 . 6 6 4 4 WW W . C R O S S A R C H I T E C T S . C O M 04/09/2018 18049 SHEET NUMBER COPYRIGHT © 2018 PROJECT NUMBER: DATE: PR O P O S E D S H E L L B U I L D I N G F O R : FK C S C H E R T Z 10 0 5 5 4 - 1 - D N - 0 W - G U - 2 0 1 6 FR E S E N I U S M E D I C A L C A R E LO T 1 , B L O C K 1 17 8 7 F M 3 0 0 9 SC H E R T Z , T X 7 8 1 5 4 ross architects S T A TE OF T E X A S TCE T H I R C AEPACSDNALDEE GE IS R RT 422 6 KO R I N H A U G A N 10/04/18 08/31/181 10/04/182 TREE PRESERVATION PLAN L1.01 0 10 20 40 SCALE: 1" = 20'-0" N X EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01/L1.01 EXISTING TREE TO REMAIN EXISTING TREE LEGEND 4' - 0 " M I N . 3' - 0 " LIMITS OF DRIPLINE 01 TREE PROTECTIVE FENCING NOT TO SCALE REFER TO PLAN FOR EXISTING TREE TO REMAIN EXISTING GRADE TO REMAIN UNDISTURBED METAL T-POST PLACED NO FURTHER THAN 15' APART SNOW FENCE, ORANGE VINYL CONSTRUCTION FENCE, OR CHAINLINK FENCE TREE PRESERVATION NOTES 1.EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM TREE STRUCTURE DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE (CANOPY) OF TREE. 2.IF ANY ROOT STRUCTURE IS DAMAGED DURING ADJACENT EXCAVATION / CONSTRUCTION, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IT IS RECOMMENDED THAT A LICENSED ARBORIST BE SECURED FOR THE TREATMENT OF ANY POSSIBLE TREE WOUNDS. 3.NO DISTURBANCE OF THE SOIL GREATER THAN 4" SHALL BE LOCATED CLOSER TO THE TREE TRUNK THAN 1/2 THE DISTANCE OF THE DRIP LINE TO THE TREE TRUNK. A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. 4.ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES. 5.NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE DRIP LINE OF ANY TREE. 6.NO EQUIPMENT MAY BE CLEANED OR TOXIC SOLUTIONS, OR OTHER LIQUID CHEMICALS, SHALL BE DEPOSITED WITHIN THE LIMITS OF THE DRIP LINE OF A TREE, INCLUDING BUT NOT LIMITED TO: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS, ETC. 7.NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. 8.NO VEHICULAR / CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE DRIP LINE OF TREES. 9.BORING OF UTILITIES MAY BE PERMITTED UNDER PROTECTED TREES IN CERTAIN CIRCUMSTANCES. THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE TREE'S CANOPY AND SHALL BE A MINIMUM DEPTH OF FORTY-EIGHT (48") INCHES. 10.IRRIGATION TRENCHING WHICH MUST BE DONE WITHIN THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG BY HAND AND ENTER THE AREA IN A RADIAL MANNER. 11.ALL TREES TO BE REMOVED FROM THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE (3" WIDTH) WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE. FLAGGING SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY TREE REMOVAL. CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE WITH 72 HOURS NOTICE TO SCHEDULE ON-SITE MEETING. 12.ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING MAY BE COMPRISED OF SNOW FENCING, ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCE OR OTHER SIMILAR FENCING WITH A FOUR (4') FOOT APPROXIMATE HEIGHT. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. 13.WHEN A LOW HANGING LIMB IS BROKEN DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. Approved By: Emily DelgadoPlanning & Community Development 9:14 am, 01/15/2019 V V 1 SO 1 SO 1 SO 1 SO 6 LO 12 BC 1 SO 210 LIR 190 LIR 8 LO 28 TS 89 TS 12 DWM 13 DWM 24 LM 17 RY 330 LIR 36 SG 1 SO 1 SO 190 LIR 1 SO 175 LIR 2 CE 11 CE 24" MULCH BED, TYP. AT B.O.C. 24" MULCH BED, TYP. AT B.O.C. LAWN SOLID SOD BERMUDAGRASS, TYP. LAWN SOLID SOD BERMUDAGRASS, TYP. LAWN SOLID SOD BERMUDAGRASS, TYP. LAWN SOLID SOD BERMUDAGRASS, TYP. 70 TS 75 LIR 90 LIR 90 LIR UTILITY GRAVEL, 4" DEPTH WITH WEED BARRIER FABRIC, TYP. UTILITY GRAVEL, 4" DEPTH WITH WEED BARRIER FABRIC, TYP.647 550 625 EXISTING TREE TO REMAIN, TYP. EXISTING TREE TO REMAIN, TYP. EXISTING TREE TO REMAIN, TYP. 552 646 REVISIONS DATENO AR C H I T E C T : CR O S S A R C H I T E C T S , P L L C 12 5 5 W . 1 5 T H S T R E E T , S U I T E 1 2 5 PL A N O , T E X A S 7 5 0 7 5 P: 9 7 2 . 3 9 8 . 6 6 4 4 WW W . C R O S S A R C H I T E C T S . C O M 04/09/2018 18049 SHEET NUMBER COPYRIGHT © 2018 PROJECT NUMBER: DATE: PR O P O S E D S H E L L B U I L D I N G F O R : FK C S C H E R T Z 10 0 5 5 4 - 1 - D N - 0 W - G U - 2 0 1 6 FR E S E N I U S M E D I C A L C A R E LO T 1 , B L O C K 1 17 8 7 F M 3 0 0 9 SC H E R T Z , T X 7 8 1 5 4 ross architects S T A TE OF T E X A S TCE T H I R C AEPACSDNALDEE GE IS R RT 422 6 KO R I N H A U G A N 10/04/18 08/31/181 10/04/182 LANDSCAPE PLAN L2.01 0 10 20 40 SCALE: 1" = 20'-0" N LANDSCAPE TABULATIONS THE CITY OF SCHERTZ, TEXAS SITE LANDSCAPE REQUIREMENTS 1.20% of the total land area shall be landscaped. 2.40% of the required landscaping shall be located in the front yard. 3.Nine (9) shade trees per acre of lot area. Site Area: 65,289 s.f. 1.50 ac. Required Provided 13,059 s.f. (20%)18,918 s.f. (29%) 5,224 s.f. (40%)7,575 s.f. (58%) (14) shade trees (47) shade trees, 4" cal. INTERIOR LANDSCAPE REQUIREMENTS 1.10% of the gross parking areas shall be landscaped. 2.One (1) shade tree for each 400 s.f. of required interior landscape area. Parking Area: 30,997 s.f. Required Provided 3,100 s.f. (10%)4,353 s.f. (14%) (8) shade trees (8) shade trees, 4" cal. BUFFERYARD REQUIREMENTS 1. A minimum of one (1) shade tree shall be planted for each thirty (30) linear feet of landscape buffer. 2.A minimum of ten (10) shrubs shall be planted for each fifty (50) linear feet of landscape buffer. South Property Line: 252 l.f. Required Provided (8) shade trees (6) shade trees (2) existing trees (50) shrubs (66) shrubs West Property Line: 257 l.f. Required Provided (9) shade trees (8) shade trees (1) existing tree (52) shrubs (57) shrubs North Property Line: 272 l.f. Required Provided (9) trees (8) shade trees (1) existing tree (55) shrubs (64) shrubs STREET FRONTAGE REQUIREMENTS 1.One (1) canopy tree per twenty (20) l.f. of street frontage. F.M. 3009: 260 l.f. Required Provided (13) shade trees (13) shade trees ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER-BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. Approved By: Emily DelgadoPlanning & Community Development 9:14 am, 01/15/2019