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00_XO Marriage _DRC_2nd Submittals 4 26 20211709 114 S O U T H L A K E G R A P E - V I N E 1.3 0.8 SOUTHLAKE Pop 7,065 C r e e k M c P h e r s o n B L Y T H E A S H M O R E WHISPERING LN C A R R O L L W H I S P E R I N G DELL HIGHLAND S U N S H I N E DOVE CHRIS THOMAS ALICE WARWICK NEWCASTLE MANCHESTER CA M E L O T D O V ETUMBLEWEED LO N G H O R N K I M B A L L B R A I R W O O D C H E R R Y S H A D Y ROLLING GREENBOUGH RAINTREE MESA V E R D E SOUTHLAKE B L U E B O N N E T CRIPPLE C R E E K C A R R O L L O A K S KIR K W O O D G R A C E B L E S S E D #DATE DESCRIPTION - KEY PLAN CLIENT PROJECT NO. Parkhill.com 0 3/2 9/2021 DRC Review Submittal 4/ 2 1 / 2 0 2 1 9 : 0 9 : 3 3 A M 8555.19 R_ v 2 0 XO MARRIAGE G-1 Cover Sheet XO M A R R I A G E C E N T E R XO MARRIAGE CENTER XO MARRIAGE GRACE LANE, SOUTHLAKE, TX 76092 3000 Internet Blvd, Suite 550 Frisco, TX 75034 972.987.1670 1512 Bray Central Dr. McKinney, TX 75069 972.529.9401 SITE PLAN SUBMITTAL APRIL 26, 2021 PARKHILL NO. 8555.19 CASE NO. ZA21-0031 VICINITY MAP PROJECT SITE THIS DOCUMENT IS RELEASED ON 3-29-2021 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF SCOTT A. NELSON, R.A., TEXAS LICENSE #20208. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SHEET NO. DESCRIPTION G-1 Cover Sheet L-1 Overall Site Plan L-2 Site Plan L-3 Tree Conservation Plan L-4 Tree Conservation Schedule L-5 Landscape Plan L-6 Landscape Schedule L-7 Grading Plan L-8 Fencing / Entry Feature Plan L-9 Dumpster Enclosure A-1 Articulation Analysis C-1 Drainage Area Map C-2 Detention Plan C-3 Overall Storm Drain Layout C-4 Sanitary Sewer Layout C-5 Sanitary Sewer Profile C-6 Water Layout XO MARRIAGE TODAY BRENT EVANS 115 GRAND AVE., #213 SOUTHLAKE, TX 76092 PARKHILL SHAHNAZ TALUKDER 3000 INTERNET BLVD., SUITE 550 FRISCO, TX 75034 PARKHILL JAMES WILLIAMS 255 N. CENTER STREET., SUITE 200 ARLINGTON, TX 76011 THIS DOCUMENT IS RELEASED ON APRIL 26, 2021. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. L OT 1B, BLOCK 1, GATEWAY CHURCH-114 CAMPUS, BEING A PORTION OF LOT 1, BLOCK 1, GATEWAY CHURCH-114 CAMPUS 1 0 4/26/2021 DRC Review Submittal E-100 Photometric Analysis O v e r a l l S i t e P l a n L - 1 P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l Z A 2 1 - 0 0 3 1 N O R T H N T S S I T E P R O J E C T XO MA R R I A G E LP LP LP LP LP LP LP LP LP LP LP LPLP LP X X X X X X X X X XX ICV WV WV WV WV WV WV SDMHSDMH WMFHFH FH FH 15'-0"(TYP.) 6 ' - 0 " 5 0 ' - 0 " 1 5 ' - 0 " 15'-0"21'-5"30'-0" 6 ' - 0 " 1 8 ' - 6 " (T Y P . ) 2 4 ' - 0 " (T Y P . ) 1 8 ' - 6 " (T Y P . ) 8'- 0 " (T Y P . ) 6'- 0 " (T Y P . ) 6 ' - 0 " ( T Y P . ) 6'-0"6'-0"(TYP.) 6'-0" (TYP.) 1 5 ' - 0 " 0 1 0 2 0 7 0 8 1 8 1310 25 11 0 4 2 8 2 3 1 4 0 9 0 3 10 0 1 1 7 1 9 1 0 1 0 0 1 0 7 0 6 0 6 0 1 0 2 0 3 0 1 0 2 0 3 1 6 05 06 0 5 0 6 0 5 0 1 0 9 10 1 1 0 4 20 0 1 01 0 1 0 9 0 9 12 1 2 1 0 0 1 01 1 5 2 7 2 7 2 1 2 2 2 2 2 4 11 1222 2 1 0 ' - 1 " 2 2 T Y P E E 1 0 ' B U F F E R Y A R D TYPE E 10' BUFFERYAR D TYPE E 10' BUFFERYARD TYPE E 10' BUFFERYARD80'-7" 1 3 8 ' - 7 " 1 0 6'-0"165'-0"349'-9" 1 3 9 ' - 6 " 1 8 ' - 0 " 9 ' - 0 " 23'-10" 47'-4" EX. CONCRETEPAVEMENTEX. CONCRETEPAVEMENT R 3 0 ' - 0 " Ø 3 6 ' - 0 " 2 7 2 2 118'-4" 2 5 ' - 0 " R 3 0 ' - 0 " R 3 0 ' - 0 " R 3 0 ' - 0 " R 3 0 ' - 0 " R 9 ' - 6 " R30'-0" 18'-0" (TYP.) 9 ' - 0 " ( T Y P . ) 2 6 2 6 2 6 R 3 0 ' - 0 " 1 6 0 ' - 0 " 6 7 ' - 8 " 65'-0" 1 6 2 ' - 6 " 82'-5" 0 6 T Y P E A 5 ' B U F F E R Y A R D T Y P E A 5 ' B U F F E R Y A R D R 3 ' - 0 " 2 7 ' - 0 " 2 9 R 3 ' - 0 " ( T Y P . ) R 6 3 ' - 0 " R 6 ' - 0 " R 3 ' - 0 " R 3 ' - 0 " 23'-5" E X . 7 0 ' D R A I N A G E E A S E M E N T 5 2 ' - 6 " T O P 3 S T O R I E S A S S E M B L Y B U S I N E S S L O C K E R M E C H A N I C A L P R E P S T O R A G E 3 2 , 1 9 0 S F 236'-10"324'-6"01 6 ' - 0 " 30' BUILDING SETBAC K 3 0 ' B U I L D I N G S E T B A C K 30' BUILDING SETBACK 30' BUILDING SETBACK 1 5 ' B U I L D I N G S E T B A C K 1 5 ' B U I L D I N G S E T B A C K 1 0 ' B U I L D I N G S E T B A C K 5 1 3 1 2 9 1 4 1 0 6 1 3 1 0 6 30'60'015'NORTHCONTROL POINT #2FND 5/8" IRON PINN - 7033894.59E - 2388827.38ELEV. - 647.47 CONTROL POINT #1X-CUT IN SIDEWALKN - 7034270.26E - 2389017.22ELEV. - 642.99 CONTROL POINT #3X-CUT IN SIDEWALKN - 7033886.89E - 2389425.19ELEV. - 633.37 S i t e P l a n L - 2 SITE DATA SUMMARY CHARTLAND USE DESIGNATIONAREA OF OPEN SPACEPERCENTAGE OF OPEN SPACE EXISTING ZONINGPERCENTAGE OF SITE COVERAGE GROSS/NET ACREAGEASSEMBLYBUSINESSCIRCULATIONLOCKERMECHANICALSTORAGE4,652 SF19,780 SF6,182 SF518 SF164 SF894 SF NR-PUDPUBLIC / SEMI-PUBLIC4.998 ACRES (217,702 SF.)4.9%146,723 SF67.4%AREA OF IMPERVIOUS COVERPERCENTAGE OF IMPERVIOUS COVERBUILDING AREA (FOOTPRINT)NUMBER OF STORIESMAXIMUM BUILDING HEIGHTPROPOSED FLOOR AREA (GROSS)PROPOSED FLOOR AREA (GROSS) BY USE 32,190 SF 52'-6" TOP 3 10,674 SF 70,979 SF32.6%REQUIRED PARKINGPROVIDED PARKINGSTANDARDACCESSIBLETOTAL94498REQUIRED LOADING SPACESPROVIDED LOADING SPACESAREA OF OUTSIDE STORAGEPERCENTAGE OF OUTSIDE STORAGE ONE 10' x 25'ONE 10' x 25'00ANTICIPATED SCHEDULE OF DEVELOPMENTCONSTRUCTION START DATECONSTRUCTION END DATE JULY 2021SEPTEMBER 2022 PROPOSED ZONINGNR-PUDNUMBER OF PROPOSED LOTS191 L A N D S C A P E A R E A C A N O P Y T R E E S A C C E N T T R E E S G R O U N D C O V E R ( 7 5 % R E Q . ) * 1 1 4 E X I S T I N G T R E E S , A D D I T I O N A L & T O B E R E V I E W E D F O R C R E D I T A . T H E P R O V I D E D G R O U N D C O V E R I S A M I X T U R E O F O R N A M E N T A L G R A S S E S , % O F A R E A I N F R O N T O R S I D E 1 4 0 , 5 1 5 S F P E R E N N I A L S A N D G R O U N D C O V E R S S H R U B S S U M M A R Y C H A R T S - I N T E R I O R L A N D S C A P E R E Q . L A N D S C A P E A R E A 5 , 4 0 8 S F 8 9 . 5 % P R O V . 6 4 * 5 4 ( 8 1 1 S F R E Q . ) 4 3 8 1 0 7 4 S F P R O V . S E A S O N A L C O L O R ( 1 0 8 S F R E Q . ) 2 4 7 S F P R O V . L O C A T I O N / L E N G T H O F B A S E L I N E R E Q U I R E D / P R O V I D E D B U F F E R Y A R D W I D T H / T Y P E C A N O P Y T R E E S A C C E N T T R E E S F E N C I N G / S C R E E N I N G H E I G H T & M A T E R I A L * N O T E A N Y C R E D I T S U S E D I N C A L C U L A T I O N S : A . E X I S T I N G T R E E C R E D I T S A D D E D T O C A N O P Y T R E E S W E S T - 2 3 , T O B E R E V I E W E D F O R C R E D I T R E Q U I R E D N O R T H 5 1 0 S H R U B S P R O V I D E D N O R T H 5 1 0 ' 0 R E Q U I R E D H 1 ( H E D G E ) - R E Q U I R E D 5 9 P R O V I D E D 0 * 4 0 L E N G T H S U M M A R Y C H A R T S - B U F F E R Y A R D S R E Q U E S T F O R A C C O M . W E S T W E S T 5 1 0 ' 1 0 ' / E H 1 ( H E D G E ) - R E Q U I R E D N O N E P R O V I D E D N O N E , E X I S T I N G V E G . R E S T R I C T S A B I L I T Y . 7 1 5 4 1 0 1 R E Q U I R E D E A S T 4 7 P R O V I D E D E A S T 3 5 3 . 5 ' 1 R E Q U I R E D 3 4 2 ' 2 7 P R O V I D E D 3 4 2 ' 2 0 S O U T H S O U T H 3 5 3 . 5 ' 3 7 2 8 0 1 1 0 ' / E 1 0 ' / E 1 0 ' / E 7 3 6 ' 7 3 6 ' 5 ' / A 5 ' / A 5 ' / A 5 ' / A 1 S I T E P R O J E C T FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\060_LAND\04_SHEETS\DRC Submittal\L-2 Site Plan.dwg LAYOUT NAME: L-1 PRINTED: Monday, April 26, 2021 - 10:04am USER: JRWilliams P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 Z A 2 1 - 0 0 3 1 1 0 4 / 2 6 / 2 0 2 1 Z o n i n g S u b m i t t a l A S I N D I C A T E D B Y : 0 0 K E Y N O T E S 1 . 5 " C O N C R E T E P A V I N G O N C O M P A C T E D S U B G R A D E 2 . 6 " C O N C R E T E P A V I N G O N T R E A T E D S U B G R A D E 3 . 7 " C O N C R E T E P A V I N G O N T R E A T E D S U B G R A D E 4 . C O N C R E T E P A V E R S O N 5 " C O N C R E T E B A S E 5 . C O N N E C T I O N T O E X I S T I N G C O N C R E T E P A V I N G 6 . A C C E S S I B L E R A M P 7 . C O N C R E T E W H E E L S T O P 8 . A C C E S S I B L E P A R K I N G S I G N 9 . F I R E L A N E 1 0 . C O N C R E T E M O W E D G E 1 1 . R E T A I N I N G W A L L W I T H N A T U R A L S T O N E V E N E E R , D E S I G N E D B Y O T H E R S . H E I G H T V A R I E S . 1 2 . 4 ' O R N A M E N T A L G U A R D R A I L R E : L - 8 1 3 . D R Y C R E E K 1 4 . C U S T O M C O R T E N F R A M E R E T A I N I N G W A L L 1 5 . X O M A R R I A G E S I G N R E : L - 8 1 6 . D U M P S T E R E N C L O S U R E 1 7 . P A T I O T A B L E A N D C H A I R S 1 8 . F I R E H Y D R A N T 1 9 . G R E A S E T R A P 2 0 . W A T E R M E T E R 2 1 . R E M O T E F D C 2 2 . M A N H O L E 2 3 . R A I S E D P L A N T E R 2 4 . B U I L D I N G 2 5 . E L E C T R I C A L T R A N S F O R M E R 2 6 . P A R K I N G L O T L I G H T F I X T U R E S 2 7 . P E D E S T R I A N L I G H T F I X T U R E S 2 8 . L I G H T E D B O L L A R D S 2 9 . 1 0 ' x 2 5 ' L O A D I N G Z O N E SUMMARY CHARTS - PARKINGZONING ORDINANCE SECTION 35FOR OFFICE, PROFESSIONAL ORFINANCIAL USE: 8 SPACES FOR THEFIRST 1,000 SF + 1 SPACE PEREACH 300 SF OF FLOOR AREA (NET)REQUI R E D 25,844 SF - 1,000 SF = 24 , 8 4 4 S F 24,844 SF / 300 = 83 + 8 = 9 1 R E Q . S P A C E S P R O V I D E D S T A N D A R D : 9 4 A C C E S S I B L E : 4 T O T A L : 9 8 6 3 0 6 3 0 635 635 6 3 5 635 6 4 0 640 640 645645 6 4 5 64 5 6 4 5 645 62 8 6 2 8 6 2 9 6 2 9 6 3 1 6 3 1 632 632 6 3 2 6 3 2 633 633 6 3 3 633 633 634 634 634 6 3 4 634 636 636 6 3 6 636637 6 3 7 637 637 6 3 8 638 638 638639 6 3 9 639 639 641 641 6 4 1 642 6 4 2 643 643 643 6 4 3 644 644 644 6 4 4 6 4 6 6 4 6 64 6 6 4 7 647 640 64 5 645 637638639641 64 2 642 64 3 643 64 4 644 64 6 64 6 LP LP LP LP LP LP LP LP LP LP LP LPLP LP X X X X X X X X X XX X X ICV ICV WV WV WV WV WV WV SDMHSDMH WMFHFH FH FH 645 640 635 645 6 3 5 6 3 0 F I N I S H E D F L O O R E L E V A T I O N 6 4 6 . 5 0 6 4 0 6 3 5 6 3 0 6 3 0 6 3 5 6 4 0 6 3 5 6 3 5 6 4 0 6 4 0 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 . 4 8 F H 6 4 5 . 4 0 W V 6 4 5 . 0 8 E L E C R I S R 6 4 4 . 8 4 L P 6 4 4 . 7 2 I N L T 6 4 4 . 7 2 I N L T 6 4 5 . 8 5 L P 6 4 4 . 8 1 L P 6 4 4 . 3 0 I N L T 6 4 4 . 3 9 I N L T 6 4 5 . 0 4 W V I N C O N C 6 4 4 . 9 9 W V I N C O N C 6 4 4 . 1 1 B F N C 6 4 5 . 2 4 F N C C O R 6 4 5 . 2 8 W V I N C O N C 6 4 5 . 7 0 S G N 6 4 6 . 3 5 F H 6 4 6 . 6 5 L P 645. 2 9 LP 643.72 LP 643.68INLT643.61INLT 6 4 6 . 5 0 L P 645.66WV645.67FH 645.33ELEC RISR 644.39LP 643.56INLT 643.52INLT644.30INLT 644.36INLT 644.32 INLT644.28INLT 642.97LP 641.99 FH642.02WV 642.10LP643.49 MD-4.5644.32MD-5.4 643.37MD-3.9 641.69 WM 640.79SGN 638.58INLT 638.38MD-5.5 638.23INLT 634.98 BARACADE 635.23BARRACADE635.34EOA637.04EOA638.29 B EOB PLNTR 638.64 B EOB PLNTR638.97LP639.56 EOB PLNTR639.16EOB PLNTR 635.18FNC 632.27FNC 630.05FNC 626.93FNC TOE634.25SGN 633.7015IN WL 632.84MD-7.75 632.83MD-2.8633.55 15IN WL 633.4615IN WL 632.54FNC COR TOP 633.33FNC TOP 6 3 4 . 2 2 1 5 I N W L 6 3 3 . 8 4 1 5 I N W L 6 3 3 . 2 9 1 5 I N W L 632.99LP633.38B TOP 632.71B TOE634.94SGN 634.85LP635.59E TOP635.22E TOE 6 3 4 . 2 4 E T O P 6 3 3 . 1 6 E T O E 626.09 FNC 626.05EDGE 8X4 BX625.59FL625.74FL SILT625.95EDGE 8X4 BX 632.10 FNC TOP 626.69FNC COR TOE626.12FNC FL626.20FNC FL624.42EOW 624.58EOW 624.43EOW 9-18-19 624.37EOW 9-18-19 624.53EOW 9-18-19 624.47EOW 6 2 5 . 9 1 E D G E 8 X 4 B X 6 2 5 . 6 8 F L S I L T 6 2 6 . 1 5 F L S I L T 6 2 6 . 1 5 E D G E 8 X 4 B X 6 4 4 . 2 5 S T O R M M H M D = 6 . 4 8 6 4 4 . 1 8 F N C T O E 6 4 5 . 8 8 L P 6 4 4 . 1 9 F N C T O E 6 4 5 . 4 1 B T O P 6 4 4 . 1 6 B T O E F N C 6 3 4 . 0 1 F N C T O P 6 3 5 . 2 5 F N C 6 3 7 . 6 7 F N C C O R 6 3 6 . 3 0 R E C L A I M I C V 6 3 6 . 4 3 F N C 6 3 4 . 6 8 F N C 6 2 5 . 4 7 4 I N P V C S T U B O U T 6 2 5 . 4 5 4 I N P V C S T U B O U T 6 2 4 . 4 9 L P 6 2 7 . 1 1 R E C L A I M I C V 6 2 8 . 1 4 E T O E 6 T O E 6 4 0 . 1 7 B T O E 7 6 3 4 . 9 6 E T O E 8 6 3 5 . 8 6 S I L T 6 3 5 . 2 1 S I L T 6 3 5 . 3 6 S I L T 6 3 5 . 1 2 S I L T 6 3 3 . 3 2 H W 6 3 3 . 1 8 H W 6 3 3 . 1 6 H W 6 3 3 . 2 9 H W 6 3 0 . 7 0 F L 2 1 R C P 6 3 0 . 5 7 W W 6 3 0 . 5 3 W W 6 3 6 . 7 2 R O C K R I P R A P 6 3 5 . 4 9 R O C K R I P R A P 6 3 5 . 7 8 R O C K R I P R A P 6 3 6 . 6 4 R O C K R I P R A P 6 3 4 . 9 5 R O C K R I P R A P 6 3 2 . 4 8 R O C K R I P R A P 6 3 1 . 1 6 R O C K R I P R A P 6 3 0 . 6 1 R O C K R I P R A P W W 6 3 0 . 5 7 R O C K R I P R A P W W 6 3 1 . 0 2 R O C K R I P R A P 6 3 1 . 8 1 R O C K R I P R A P 6 3 5 . 5 6 R O C K R I P R A P 6 3 0 . 4 8 F L 2 1 R C P 6 3 2 . 9 9 H W 6 3 2 . 9 6 H W 6 3 2 . 9 8 H W 6 3 2 . 9 9 H W 6 3 0 . 2 8 W W 6 3 0 . 3 3 W W 6 3 0 . 4 7 W W 6 3 0 . 6 1 W W 643.29DRIP LINE 641.97DRIP LINE 640.06 DRIP LINE 637.08 DRIP LINE 635.77 DRIP LINE TOE 634.77DRIP LINE TOE645.29DRIP LINE 6 4 7 . 1 3 E N D T O P B 6 4 6 . 7 0 E N D T O E 6 4 6 . 8 9 D R I P L I N E 6 4 6 . 9 7 D R I P L I N E 6 4 7 . 1 1 D R I P L I N E 6 4 7 . 0 0 D R I P L I N E 6 4 6 . 1 3 D R I P L I N E 6 4 6 . 0 4 D R I P L I N E 6 4 3 . 5 2 D R I P L I N E 6 4 3 . 3 3 D R I P L I N E 6 4 2 . 3 3 D R I P L I N E 6 4 1 . 7 2 D R I P L I N E 6 4 2 . 4 3 D R I P L I N E 6 4 3 . 0 6 D R I P L I N E 6 4 4 . 4 5 E N D D R I P L I N E 6 4 3 . 8 7 B E G I N D R I P L I N E 6 4 2 . 1 2 D R I P L I N E 6 4 2 . 0 6 D R I P L I N E 6 4 1 . 4 7 D R I P L I N E 6 4 2 . 5 7 D R I P L I N E 6 4 1 . 7 4 D R I P L I N E 6 4 1 . 9 6 D R I P L I N E 6 4 4 . 0 3 E N D D R I P L I N E F E 6 4 2 . 0 1 H W 6 4 2 . 0 3 H W 6 4 1 . 9 8 H W 6 4 1 . 9 9 H W 6 3 6 . 7 5 F L 4 8 R C P 6 3 7 . 0 0 W W 6 3 7 . 0 2 W W 6 3 7 . 0 4 W W 6 3 7 . 0 2 W W 6 3 6 . 9 7 R O C K R I P R A P 6 3 6 . 3 0 R O C K R I P R A P 6 3 6 . 5 2 R O C K R I P R A P 6 3 6 . 1 3 R O C K R I P R A P 6 3 3 . 1 6 R O C K R I P R A P 6 3 5 . 1 8 R O C K R I P R A P 6 3 6 . 2 4 R O C K R I P R A P 6 3 3 . 0 7 F L 6 3 2 . 3 0 F L 6 3 1 . 3 7 F L 6 3 1 . 1 0 F L 6 4 2 . 1 2 B E G I N T O P D 6 4 2 . 9 3 B E G I N T O P D 6 4 0 . 8 6 E N D T O P D 6 3 0 . 5 8 F L 6 4 2 . 6 2 P - 2 6 4 1 . 2 8 P - 1 639.08 P-20 632.86P-21 6 3 3 . 6 5 P - 2 2 N: 7033886.89E: 2389425.19 X-CUT IN WALKEL: 633.37 N : 7 0 3 3 5 1 3 . 7 5 E : 2 3 8 8 8 1 3 . 4 6 X - C U T I N C U R B E L : 6 4 5 . 4 6 N : 7 0 3 3 2 4 0 . 2 2 E : 2 3 8 8 7 8 6 . 9 7 1 / 2 I P C E L : 6 4 5 . 3 6 3 0 6 N: 7033894.59E: 2388827.38 FND 5/8 IPEL: 647.47 N: 7033889.82E: 2388907.18 5/8IPCEL: 645.41 1434 10 1433 6 1432 8 2754 6 4 4 2755 3 3 3 2740 14 1435 10 1437 7 2741 3 1436 9 9 2742 4 2753 3 1438 13 1439 12 2750 3 2751 6 2752 4 2743 8 2744 4 2745 26 2746 3 3 2747 18 2748 5 5 2749 5 4 2793 5 3 3 2794 3 4 1425 18 1423 16 1424 11 2796 7 2797 3 2795 7 3 2790 5 2789 8 2788 9 2786 5 2787 5 2785 5 2784 3 2782 9 2783 9 1429 16 1430 11 8 1427 14 1428 15 2781 3 2779 5 3 2780 4 1431 13 2778 4 2777 5 2776 4 2791 4 1426 10 2792 4 2774 4 1421 16 1422 14 1420 16 2773 3 2763 4 2764 4 2775 13 2772 32771 3 2770 3 2765 4 2766 4 2769 13 2768 5 3 3 2767 4 2761 5 2762 5 2760 8 2759 5 2757 6 72758 5 2756 5 2804 8 2805 8 2806 15 2807 12 12 2808 5 2809 6 2810 11 2811 7 2812 4 2813 5 2814 5 2815 4 2816 9 2817 7 2818 6 3 2819 4 2820 11 2821 3 2822 4 2823 6 2824 4 2825 3 2826 7 2827 9 2828 7 2829 32831 16 2832 12 2833 11 2830 7 2834 17 2835 4 2836 3 2837 6 2838 9 2839 12 2840 6 2841 5 2842 42843 3 2844 10 2845 212846 4 2847 6 2848 3 2849 7 2850 7 2851 5 2852 3 2853 3 2854 4 2855 3 2856 9 2857 6 2858 3 2859 7 2860 6 2861 8 2862 4 2863 52864 4 2865 3 2866 5 2867 5 2868 9 2869 6 2870 4 2871 4 2872 13 2873 3 2874 4 2875 4 2876 7 2877 4 2878 6 2879 4 2880 7 2881 10 2882 3 2883 5 2884 7 2885 4 2886 3 3 3 2887 4 2888 3 2889 3 2890 10 2891 7 8 2892 4 2893 16 2894 4 2895 4 2896 4 6 2897 7 2898 4 2899 3 2900 4 2798 7 2800 16 2801 4 2802 10 2803 5 2909 5 2907 5 2910 6 2912 5 8 7 2908 6 2911 4 5 2913 8 2915 3 2914 4 2916 9 2917 3 2918 4 2919 3 2920 4 2921 3 2922 6 6 2923 5 2924 4 2925 5 2926 4 2927 4 2928 4 2929 4 2930 6 2931 4 2932 4 2933 4 2935 7 2934 5 2936 3 2937 4 2939 4 2941 5 5 4 2940 6 2942 4 2943 5 2938 4 2901 19 540 3 541 3 542 3 543 3 1413 12 1412 8 2944 3 2945 4 2946 52947 5 1411 12 2948 8 1409 8 1410 9 544 3 2954 3 2953 52949 42950 11 2951 41408 7 9 2966 4 2965 32952 9 2955 7 2956 5 2957 5 6 2958 7 2959 42960 3 2961 52962 3 2963 42964 31407 10 111406 122967 201405 15 2968 9 2977 3 2978 32979 32980 72981 4 62974 72975 72976 32973 52972 42969 112970 12 2971 41402 10 1403 12 1401 16 2982 102983 3 2984 15 2985 32986 92987 8 509 5507 5 508 4 8506 32988 3 32989 82993 8 2990 102992 82991 3 2994 12 2995 52996 42997 7 2998 3 2999 3 3000 4 545 3 500 4 501 5 502 5 503 16 505 5504 5 9517 13 522 4 516 12 510 5 511 3 5152 6 513 3514 4515 3524 3 523 8 525 5 536 6537 7 538 3 526 8 527 6 530 5 528 5529 7531 3532 3533 3 534 3535 4539 4521 10520 7518 3519 3 2902 3 4 2903 4 2905 3 2904 13 30'60'015'NORTHCONTROL POINT #2FND 5/8" IRON PINN - 7033894.59E - 2388827.38ELEV. - 647.47 CONTROL POINT #1X-CUT IN SIDEWALKN - 7034270.26E - 2389017.22ELEV. - 642.99 CONTROL POINT #3X-CUT IN SIDEWALKN - 7033886.89E - 2389425.19ELEV. - 633.37 T r e e C o n s e r v a t i o n P l a n L - 3 S I T E P R O J E C T L E G E N D P R E S E R V E D T R E E S T R E E S T O B E R E L O C A T E D T R E E S T O B E R E M O V E D 6 ' T A L L P R O T E C T I V E F E N C I N G FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\060_LAND\04_SHEETS\DRC Submittal\L-3 Tree Conservation Plan.dwg LAYOUT NAME: L-1 PRINTED: Monday, April 26, 2021 - 9:31am USER: JRWilliams P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l Z A 2 1 - 0 0 3 1 E X I S T I N G T R E E C O V E R 4 1 , 3 1 9 S F E X I S T I N G T R E E C O V E R P R E S E R V A T I O N C H A R T 1 9 % M I N I M U M O F E X I S T I N G T R E E C O V E R T O P R E S E R V E 2 8 , 9 2 3 S F P R E S E R V E D T R E E C O V E R P E R T H E D E S I G N 3 0 , 4 4 2 S F 7 3 . 7 % O F E X I S T I N G 7 0 % O F E X I S T I N G T r e e C o n s e r v a t i o n S c h e d u l e L - 4 S I T E P R O J E C T P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l Z A 2 1 - 0 0 3 1 #DBH and SPECIESCONDITIONCOMMENTS5004" HackberryGOODSAVE5015" HackberryGOODSAVE5025" ChinaberryGOODSAVE50316" HackberryFAIRSAVE5045" ChinaberryGOODSAVE5059"HackberryBADSAVE5063" HackberryGOODSAVE5075" HackberryGOODSAVE508TWIN 4", 8"HackberryGOODSAVE5095" HackberryGOODSAVE5105" HackberryGOODSAVE5113" HackberryBADSAVE5126" Honey locustBADSAVE5133" ChinaberryGOODREMOVE5144" HackberryBADSAVE5153" HackberryFAIRSAVE51612" HackberryFAIRSAVE51713" HackberryGOODSAVE5183" Bois d’arcGOODSAVE5193" HackberryGOODREMOVE5207" ChinaberryGOODSAVE52110" HackberryBADSAVE5224" HackberryGOODSAVE5238" ElmFAIRSAVE5243" HackberryFAIRSAVE5255" HackberryFAIRSAVE5268" HackberryFAIRSAVE5276" CedarBADSAVE5285" Post oakGOODSAVE5297" Post oakFAIRSAVE5305" Post oakGOODSAVE5313" ElmGOODSAVE5323" ElmFAIRSAVE5333" ElmGOODSAVE5343" Honey locustFAIRSAVE5354" Honey locustGOODSAVE5366" HackberryGOODSAVE5377" ElmGOODSAVE5383" HackberryBADSAVE5394" Bois d’arcBADSAVE5403" HackberryFAIRSAVE5413" HackberryGOODSAVE5423" ChinaberryBADSAVE5433" HackberryGOODSAVE5443" HackberryGOODSAVE5453" HackberryGOODSAVE628ChinaberryGOODSAVE140116" OakFAIRSAVE140210" Post oakBADSAVE140312" OakGOODSAVE140515" OakGOODSAVE140612" OakGOODSAVE1407TWIN 10", 11"OakGOODSAVE1408TWIN 7", 9" Boisd’arcGOODSAVE14098" OakGOODSAVE14109" OakGOODSAVE141112" OakGOODSAVE14128" OakGOODSAVE141312" OakGOODSAVE142016" OakGOODSAVE142116" OakGOODSAVE142214" OakGOODSAVE142316" OakGOODSAVE142411" OakGOODSAVE142518" OakGOODSAVE142610" OakGOODSAVE142714" OakGOODSAVE142815" OakGOODSAVE142916" OakGOODSAVE1430TWIN 11", 8"OakGOODSAVE143113" OakGOODSAVE14328" Post oakFAIRSAVE14336" Post oakBADSAVE143410" Post oakGOODSAVE 143510" Post oakGOODSAVE1436TWIN 9", 9" PostoakGOODSAVE14377" Post oakBADSAVE143813" OakGOODSAVE143912" Post oakGOODSAVE274014" PecanFAIRSAVE27413" HackberryGOODSAVE27424" HackberryGOODSAVE27438" HackberryGOODSAVE27444" HackberryGOODSAVE274526" OakGOODSAVE2746TWIN 3", 3"HackberryGOODSAVE274718" HackberryBADSAVE2748TWIN 5",5"ChinaberryGOODSAVE2749TWIN 5", 4"ChinaberryGOODSAVE27503" MesquiteGOODSAVE27516" HackberryBADSAVE27524" HackberryGOODSAVE27533" ChinaberryGOODSAVE2754TRPL 6", 4", 4"ChinaberryGOODSAVE2755TRPL 3", 3", 3"ChinaberryFAIRSAVE27565" HackberryGOODSAVE2757TWIN 6", 7"ChinaberryGOODSAVE27585" ChinaberryGOODSAVE27595" ChinaberryFAIRSAVE27608" OakGOODSAVE27615" ChinaberryGOODSAVE27625" HackberryGOODSAVE27634" ChinaberryGOODSAVE27644" ChinaberryGOODSAVE27654" ChinaberryGOODSAVE27654" ChinaberryGOODSAVE27674" HackberryGOODSAVE2768TRPL 5", 3", 3"ChinaberryFAIRSAVE276913" OakGOODSAVE27703" ChinaberryGOODSAVE27713" ChinaberryGOODSAVE27723" ChinaberryGOODSAVE27733" HackberryGOODSAVE27744" ChinaberryGOODSAVE277513" OakFAIRSAVE27764" ChinaberryGOODSAVE27775" ChinaberryGOODSAVE27784" ChinaberryFAIRSAVE2779TWIN 5", 3"ChinaberryFAIRSAVE27804" ChinaberryFAIRSAVE27813" ChinaberryGOODSAVE27829" OakFAIRREMOVE27839" ChinaberryFAIRREMOVE27843" ChinaberryFAIRSAVE27855" ChinaberryGOODSAVE27865" ChinaberryBADSAVE27875"' Honey locustGOODSAVE27889" ChinaberryFAIRSAVE27898" HackberryBADSAVE27905" HackberryBADSAVE27914" ChinaberryBADSAVE27924" HackberryGOODSAVE2793TRPL 5", 3", 3"ChinaberryGOODSAVE2794TWIN 3", 4"ChinaberryGOODSAVE2795TWIN 7", 3"ChinaberryGOODSAVE27967" ChinaberryGOODSAVE27973" ChinaberryFAIRSAVE27987" OakGOODSAVE2799OakGOODSAVE280016" Post oakGOODSAVE28014" HackberryGOODSAVE280210" HackberryGOODSAVE28035" HackberryGOODSAVE28048" HackberryGOODSAVE 2 8 0 5 8 " O a k G O O D S A V E 2 8 0 6 1 5 " O a k G O O D S A V E 2 8 0 7 T W I N 1 2 " , 1 2 " O a k G O O D S A V E 2 8 0 8 5 " H a c k b e r r y G O O D S A V E 2 8 0 9 6 " H a c k b e r r y F A I R S A V E 2 8 1 0 1 1 " O a k B A D S A V E 2 8 1 1 7 " O a k B A D S A V E 2 8 1 2 4 " H a c k b e r r y B A D S A V E 2 8 1 3 5 " H a c k b e r r y B A D S A V E 2 8 1 4 5 " H a c k b e r r y G O O D S A V E 2 8 1 5 4 " H a c k b e r r y G O O D S A V E 2 8 1 6 9 " O a k B A D S A V E 2 8 1 7 7 " H a c k b e r r y B A D S A V E 2 8 1 8 T W I N 6 " , 3 " H o n e y l o c u s t G O O D S A V E 2 8 1 9 4 " H a c k b e r r y G O O D R E M O V E 2 8 2 0 1 1 " H a c k b e r r y G O O D R E M O V E 2 8 2 1 3 " E l m F A I R R E M O V E 2 8 2 2 4 " C e d a r F A I R R E M O V E 2 8 2 3 6 " C e d a r F A I R R E M O V E 2 8 2 4 4 " E l m G O O D R E M O V E 2 8 2 5 3 " H a c k b e r r y G O O D R E M O V E 2 8 2 6 7 " H a c k b e r r y F A I R R E M O V E 2 8 2 7 9 " H a c k b e r r y G O O D R E M O V E 2 8 2 8 7 " E l m G O O D R E M O V E 2 8 2 9 3 " H a c k b e r r y B A D R E M O V E 2 8 3 0 7 " H a c k b e r r y G O O D R E M O V E 2 8 3 1 1 6 " O a k G O O D R E M O V E 2 8 3 2 1 2 " O a k G O O D R E M O V E 2 8 3 3 1 1 " H a c k b e r r y F A I R S A V E 2 8 3 4 1 7 " O a k G O O D S A V E 2 8 3 5 4 " T o o t h a c h F A I R R E M O V E 2 8 3 6 3 " T o o t h a c h e G O O D R E M O V E 2 8 3 7 6 " E l m G O O D R E M O V E 2 8 3 8 9 " H a c k b e r r y G O O D R E M O V E 2 8 3 9 1 2 " C h i n a b e r r y G O O D R E M O V E 2 8 4 0 6 " O a k G O O D R E M O V E 2 8 4 1 5 " H a c k b e r r y G O O D R E M O V E 2 8 4 2 4 " H a c k b e r r y G O O D R E M O V E 2 8 4 3 3 " H a c k b e r r y G O O D R E M O V E 2 8 4 4 1 0 " H a c k b e r r y G O O D R E M O V E 2 8 4 5 2 1 " O a k G O O D R E M O V E 2 8 4 6 4 " H a c k b e r r y F A I R S A V E 2 8 4 7 6 " O a k G O O D S A V E 2 8 4 8 3 " E l m B A D R E M O V E 2 8 4 9 7 " H a c k b e r r y G O O D S A V E 2 8 5 0 7 " H a c k b e r r y G O O D S A V E 2 8 5 1 5 " H a c k b e r r y B A D S A V E 2 8 5 2 3 " H a c k b e r r y F A I R S A V E 2 8 5 3 3 " E l m G O O D S A V E 2 8 5 4 4 " E l m G O O D S A V E 2 8 5 5 3 " T o o t h a c h G O O D S A V E 2 8 5 6 9 " E l m G O O D R E M O V E 2 8 5 7 6 " C h i n a b e r r y B A D R E M O V E 2 8 5 8 3 " H a c k b e r r y B A D R E M O V E 2 8 5 9 7 " H a c k b e r r y B A D R E M O V E 2 8 6 0 6 " H o n e y l o c u s t G O O D R E M O V E 2 8 6 1 8 " C h i n a b e r r y G O O D R E M O V E 2 8 6 2 4 " H a c k b e r r y G O O D R E M O V E 2 8 6 3 5 " C e d a r G O O D R E M O V E 2 8 6 4 4 " E l m G O O D R E M O V E 2 8 6 5 3 " E l m G O O D R E M O V E 2 8 6 6 5 " C h i n a b e r r y G O O D R E M O V E 2 8 6 7 5 " E l m G O O D R E M O V E 2 8 6 8 9 " C h i n a b e r r y F A I R S A V E 2 8 6 9 6 " C h i n a b e r r y B A D R E M O V E 2 8 7 0 4 " T o o t h a c h e G O O D R E M O V E 2 8 7 1 4 " H a c k b e r r y G O O D R E M O V E 2 8 7 2 1 3 " P o s t o a k G O O D S A V E 2 8 7 3 3 " H a c k b e r r y G O O D R E M O V E 2 8 7 4 4 " C h i n a b e r r y G O O D R E M O V E 2 8 7 5 4 " C h i n a b e r r y B A D R E M O V E 2 8 7 6 7 " H o n e y l o c u s t F A I R R E M O V E 2 8 7 7 4 " H a c k b e r r y F A I R R E M O V E 2 8 7 8 6 " E l m G O O D R E M O V E 2 8 7 9 4 " C h i n a b e r r y G O O D R E M O V E 2 8 8 0 7 " C h i n a b e r r y B A D R E M O V E 2 8 8 1 1 0 " C h i n a b e r r y B A D R E M O V E 2 8 8 2 3 " C h i n a b e r r y G O O D R E M O V E 2 8 8 3 5 " C h i n a b e r r y G O O D R E M O V E 2 8 8 4 7 " C h i n a b e r r y G O O D R E M O V E 2 8 8 5 4 " C h i n a b e r r y F A I R R E M O V E 2 8 8 6 3 " C e d a r G O O D R E M O V E 2 8 8 7 4 " H a c k b e r r y G O O D R E M O V E 2 8 8 8 3 " H a c k b e r r y G O O D R E M O V E 2 8 8 9 3 " H o n e y l o c u s t G O O D R E M O V E 2 8 9 0 1 0 " C h i n a b e r r y G O O D R E M O V E 2 8 9 1 T W I N 7 " , 8 " C h i n a b e r r y G O O D R E M O V E 2 8 9 2 4 " C h i n a b e r r y G O O D R E M O V E 2 8 9 3 1 6 " C h i n a b e r r y G O O D R E M O V E 2 8 9 4 4 " H a c k b e r r y G O O D R E M O V E 2 8 9 5 4 " E l m G O O D R E M O V E 2 8 9 6 T W I N 4 " , 6 " C h i n a b e r r y F A I R R E M O V E 2 8 9 7 7 " H a c k b e r r y G O O D S A V E 2 8 9 8 4 " C h i n a b e r r y G O O D S A V E 2 8 9 9 3 " C h i n a b e r r y F A I R S A V E 2 9 0 0 4 " C h i n a b e r r y B A D S A V E 2 9 0 1 1 9 " O a k G O O D S A V E 2 9 0 2 T W I N 3 " , 4 " H a c k b e r r y G O O D S A V E 2 9 0 3 4 " C h i n a b e r r y G O O D S A V E 2 9 0 4 1 3 " E l m G O O D S A V E 2 9 0 5 3 " C h i n a b e r r y B A D S A V E 2 9 0 7 5 " C h i n a b e r r y G O O D S A V E 2 9 0 8 6 " C h i n a b e r r y G O O D S A V E 2 9 0 9 5 " C h i n a b e r r y F A I R S A V E 2 9 1 0 6 " C h i n a b e r r y G O O D S A V E 2 9 1 1 T W I N 4 " , 5 " E l m G O O D R E M O V E 2 9 1 2 T R P L 5 " , 8 " , 7 " C h i n a b e r r y G O O D S A V E 2 9 1 3 8 " H a c k b e r r y B A D S A V E 2 9 1 4 4 " H o n e y l o c u s t G O O D S A V E 2 9 1 5 3 " T o o t h a c h B A D R E M O V E 2 9 1 6 9 " H a c k b e r r y B A D R E M O V E 2 9 1 7 3 " H a c k b e r r y G O O D S A V E 2 9 1 8 4 " O a k G O O D R E M O V E 2 9 1 9 3 " H a c k b e r r y B A D R E M O V E 2 9 2 0 4 " H a c k b e r r y G O O D S A V E 2 9 2 1 3 " E l m G O O D S A V E 2 9 2 2 T W I N 6 " , 6 " H a c k b e r r y G O O D S A V E 2 9 2 3 5 " H a c k b e r r y G O O D S A V E 2 9 2 4 4 " H a c k b e r r y G O O D S A V E 2 9 2 5 5 " E l m F A I R S A V E 2 9 2 6 4 " H a c k b e r r y G O O D S A V E 2 9 2 7 4 " T o o t h a c h e G O O D S A V E 2 9 2 8 4 " C h i n a b e r r y F A I R S A V E 2 9 2 9 4 " H a c k b e r r y F A I R S A V E 2 9 3 0 6 " E l m G O O D S A V E 2 9 3 1 4 " H a c k b e r r y G O O D S A V E 2 9 3 2 4 " E l m F A I R S A V E 2 9 3 3 4 " O a k F A I R S A V E 2 9 3 4 5 " T o o t h a c h e G O O D S A V E 2 9 3 5 7 " H a c k b e r r y B A D S A V E 2 9 3 6 3 " E l m G O O D S A V E 2 9 3 7 4 " H a c k b e r r y G O O D S A V E 2 9 3 8 4 " C h i n a b e r r y G O O D S A V E 2 9 3 9 4 " H a c k b e r r y G O O D S A V E 2 9 4 0 6 " C h i n a b e r r y G O O D S A V E 2 9 4 1 T R P L 5 " , 5 " , 4 " C h i n a b e r r y G O O D S A V E 2 9 4 2 4 " C h i n a b e r r y G O O D S A V E 2 9 4 3 5 " B o i s d ’ a r c G O O D S A V E 2 9 4 4 3 " H a c k b e r r y G O O D S A V E 2 9 4 5 4 " H a c k b e r r y G O O D S A V E 2 9 4 7 5 " H a c k b e r r y G O O D S A V E 2 9 4 8 8 " O a k G O O D S A V E 2 9 4 9 4 " H a c k b e r r y G O O D S A V E 2 9 5 0 1 1 " H a c k b e r r y G O O D S A V E 2 9 5 1 4 " H a c k b e r r y G O O D S A V E 2 9 5 2 9 " H a c k b e r r y G O O D S A V E 2 9 5 3 5 " H a c k b e r r y G O O D S A V E 2 9 5 4 3 " H a c k b e r r y G O O D S A V E 2 9 5 5 7 " C h i n a b e r r y G O O D S A V E 2 9 5 6 5 " C h i n a b e r r y G O O D S A V E 2 9 5 7 T W I N 5 " , 6 " C h i n a b e r r y G O O D S A V E 2 9 5 8 7 " H a c k b e r r y G O O D S A V E 2 9 5 9 4 " H a c k b e r r y G O O D S A V E 2 9 6 0 3 " H a c k b e r r y G O O D S A V E 2 9 6 1 5 " O a k G O O D S A V E 2 9 6 2 3 " B o i s d ’ a r c G O O D S A V E 2 9 6 3 4 " C h i n a b e r r y F A I R S A V E 2 9 6 4 3 " C h i n a b e r r y B A D S A V E 2 9 6 5 3 " H a c k b e r r y G O O D S A V E 2 9 6 6 4 " H a c k b e r r y B A D S A V E 2 9 6 7 2 0 " H a c k b e r r y F A I R S A V E 2 9 6 8 9 " H a c k b e r r y G O O D S A V E 2 9 6 9 1 1 " O a k G O O D S A V E 2 9 7 0 1 2 " O a k G O O D S A V E 2 9 7 1 4 " H a c k b e r r y G O O D S A V E 2 9 7 2 4 " H a c k b e r r y G O O D S A V E 2 9 7 3 5 " B o i s d ’ a r c G O O D R E M O V E 2 9 7 4 7 " H a c k b e r r y G O O D S A V E 2 9 7 5 7 " H a c k b e r r y G O O D S A V E 2 9 7 6 3 " H a c k b e r r y G O O D S A V E 2 9 7 7 3 " H a c k b e r r y G O O D S A V E 2 9 7 8 3 " H a c k b e r r y G O O D S A V E 2 9 7 9 3 " M e s q u i t e G O O D S A V E 2 9 8 0 7 " B o i s d ’ a r c F A I R S A V E 2 9 8 1 T W I N 4 " , 6 " C h i n a b e r r y F A I R S A V E 2 9 8 2 1 0 " H a c k b e r r y G O O D S A V E 2 9 8 3 3 " C h i n a b e r r y F A I R S A V E 2 9 8 4 1 5 " O a k B A D S A V E 2 9 8 5 3 " E l m G O O D S A V E 2 9 8 6 9 " E l m G O O D S A V E 2 9 8 7 8 " E l m G O O D S A V E 2 9 8 8 T W I N 3 " , 3 " H a c k b e r r y G O O D S A V E 2 9 8 9 8 " B o i s d ’ a r c B A D S A V E 2 9 9 0 1 0 " H a c k b e r r y G O O D S A V E 2 9 9 1 3 " H a c k b e r r y B A D S A V E 2 9 9 2 8 " H a c k b e r r y G O O D S A V E 2 9 9 3 8 " H a c k b e r r y G O O D S A V E 2 9 9 4 1 2 " H a c k b e r r y G O O D S A V E 2 9 9 5 5 " H a c k b e r r y B A D S A V E 2 9 9 6 4 " C e d a r B A D R E M O V E 2 9 9 7 7 " H a c k b e r r y G O O D S A V E 2 9 9 8 3 " H a c k b e r r y G O O D R E M O V E 2 9 9 9 3 " H a c k b e r r y G O O D R E M O V E 3 0 0 0 4 " H a c k b e r r y G O O D R E M O V E TREE SURVEY T Y P E E 1 0 ' B U F F E R Y A R D TYPE E 10' BUFFERYARD TYPE E 10' BUFFERYARD TYPE E 10' BUFFERYARD T Y P E A 5 ' B U F F E R Y A R D T Y P E A 5 ' B U F F E R Y A R D TYPE E 10' BUFFE R Y A R D C1 C2 C3 LP LP LP LP LP LP LP LP LP LP LP LPLP LP X X X X X X X X X XX X X ICV ICV WV WV WV WV WV WV SDMHSDMH WMFHFH FH FH TURF GRASS -BERMUDA, SOD QTY194,076 SFPLANTING BEDS10,723 SF PLANT SCHEDULE30'60'015'NORTHCONTROL POINT #2FND 5/8" IRON PINN - 7033894.59E - 2388827.38ELEV. - 647.47 CONTROL POINT #1X-CUT IN SIDEWALKN - 7034270.26E - 2389017.22ELEV. - 642.99 CONTROL POINT #3X-CUT IN SIDEWALKN - 7033886.89E - 2389425.19ELEV. - 633.37 L a n d s c a p e P l a n L - 5 LANDSCAPEAREACANOPYTREESACCENTTREESGROUNDCOVER(75% REQ.)*114 EXISTING TREES, ADDITIONAL & TO BE REVIEWED FOR CREDITA. THE PROVIDED GROUNDCOVER IS A MIXTURE OF ORNAMENTAL GRASSES,% OF AREA INFRONT OR SIDE140,515 SFPERENNIALS AND GROUNDCOVERS SHRUBS SUMMARY CHARTS - INTERIOR LANDSCAPEREQ.LANDSCAPEAREA5,408 SF89.5% PROV.64*54(811 SF REQ.)4381074 SF PROV.SEASONALCOLOR(108 SF REQ.)247 SF PROV.LOCATION/LENGTH OFBASE LINE REQUIRED/PROVIDED BUFFERYARDWIDTH/ TYPE CANOPYTREESACCENTTREESFENCING/SCREENINGHEIGHT & MATERIAL*NOTE ANY CREDITS USED IN CALCULATIONS:A. EXISTING TREE CREDITS ADDED TO CANOPY TREESWEST - 23, TO BE REVIEWED FOR CREDIT REQUIREDNORTH510 SHRUBSPROVIDEDNORTH510'0REQUIREDH1 (HEDGE) - REQUIRED59PROVIDED0*40 LENGTH SUMMARY CHARTS - BUFFERYARDSREQUEST FOR ACCOM.WESTWEST 510'10' / E H1 (HEDGE) - REQUIREDNONE PROVIDEDNONE, EXISTING VEG.RESTRICTS ABILITY.715 4101REQUIREDEAST47PROVIDEDEAST353.5'1REQUIRED342'27PROVIDED342'20 SOUTHSOUTH 353.5'37 280110' / E 10' / E10' / E736'736' 5' / A 5' / A 5' / A 5' / A1 S I T E P R O J E C T P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l Z A 2 1 - 0 0 3 1 O R N A M E N T A L T R E E S Q T Y B O T A N I C A L / C O M M O N N A M E C O N T A I N E R H E I G H T S P R E A D C A L I P E R 1 7 C E R C I S C A N A D E N S I S T E X E N S I S T E X A S R E D B U D 1 5 G A L 6 - 8 F T 4 - 6 F T 2 " 1 1 I L E X D E C I D U A P O S S U M H A W H O L L Y F E M A L E S P E C I E S O N L Y 1 5 G A L 6 - 8 F T 3 - 4 F T 1 1 / 2 " 7 L A G E R S T R O E M I A I N D I C A ` N A T C H E Z ` C R A P E M Y R T L E 1 5 G A L 6 - 8 F T 4 - 6 F T 1 1 / 2 " 1 7 P R U N U S M E X I C A N A M E X I C A N P L U M 1 5 G A L 6 - 8 F T 4 - 6 F T 2 " 9 V I T E X A G N U S - C A S T U S ` S H O A L C R E E K ` S H O A L C R E E K V I T E X 1 5 G A L 6 - 8 F T 4 - 6 F T 1 1 / 2 " S H A D E T R E E S Q T Y B O T A N I C A L / C O M M O N N A M E C O N T A I N E R H E I G H T S P R E A D C A L I P E R 5 A C E R T R U N C A T U M S H A N T U N G M A P L E B & B 6 - 8 F T 4 - 6 F T 2 " 6 L I Q U I D A M B A R S T Y R A C I F L U A A M E R I C A N S W E E T G U M B & B 6 - 8 F T 4 - 6 F T 2 " 6 P I N U S E L D A R I C A M O N D E L P I N E B & B 6 - 8 F T 4 - 6 F T 2 " 5 Q U E R C U S M U E H L E N B E R G I I C H I N K A P I N O A K B & B 1 2 - 1 4 F T 4 - 6 F T 4 " 1 1 Q U E R C U S S H U M A R D I I R E D O A K B & B 1 2 - 1 4 F T 4 - 6 F T 4 " 6 Q U E R C U S V I R G I N I A N A L I V E O A K B & B 1 2 - 1 4 F T 4 - 6 F T 4 " 8 T A X O D I U M A S C E N D E N S P O N D C Y P R E S S B & B 1 2 - 1 4 F T 4 - 6 F T 4 " 1 3 U L M U S C R A S S I F O L I A C E D A R E L M B & B 6 - 8 F T 4 - 6 F T 2 " 7 U L M U S P A R V I F O L I A ` E M E R I I ` T M A L L E E L A C E B A R K E L M B & B 1 2 - 1 4 F T 4 - 6 F T 4 " S H R U B S Q T Y B O T A N I C A L / C O M M O N N A M E C O N T A I N E R H E I G H T S P R E A D C A L I P E R 1 1 A B E L I A X G R A N D I F L O R A G L O S S Y A B E L I A # 5 1 8 " 2 4 " 1 8 A G A V E A M E R I C A N A C E N T U R Y P L A N T # 1 5 2 4 " 2 4 " 3 7 8 A J U G A R E P T A N S ` C H O C O L A T E C H I P ` A J U G A 4 " P O T 6 " 4 " 8 A R T E M I S I A S C H M I D T I A N A S I L V E R M O U N D A R T E M I S I A 4 " P O T 6 " 6 " 1 2 C O T O N E A S T E R G L A U C O P H Y L L U S G R E Y C O T O N E A S T E R # 5 1 8 " 2 4 " 2 4 7 H E M E R O C A L L I S X ` S T E L L A D E O R O ` S T E L L A D E O R O D A Y L I L Y # 1 1 2 " 6 " 4 2 H E S P E R A L O E P A R V I F L O R A R E D Y U C C A # 5 1 2 " 1 8 " 6 L E U C O P H Y L L U M F R U T E S C E N S T E X A S S A G E M I N . 4 ` H T . A T T I M E O F P L A N T I N G # 5 2 4 " 2 4 " 1 6 L I G U S T R U M S I N E N S E ` S U N S H I N E ` S U N S H I N E L I G U S T R U M # 5 2 4 " 2 4 " 2 5 5 L I R I O P E M U S C A R I L I L Y T U R F 4 " P O T 6 " 6 " 3 2 N A N D I N A D O M E S T I C A ` L E M O N L I M E ` L E M O N L I M E N A N D I N A # 5 2 4 " 2 4 " 8 1 N A N D I N A D O M E S T I C A ` M U R A S A K I ` F L I R T N A N D I N A # 3 1 2 " 1 8 " 5 8 R U E L L I A B R I T T O N I A N A ` K A T I E ` D W A R F M E X I C A N P E T U N I A # 1 6 " 9 " 1 7 S A L V I A G R E G G I I ` A L B A ` W H I T E A U T U M N S A G E # 3 1 8 " 1 2 " 5 1 S A L V I A G R E G G I I ` F U R M A N S R E D ` F U R M A N ` S R E D S A L V I A # 3 1 8 " 1 2 " 2 9 6 S C A B I O S A A T R O P U R P U R E A ` B U T T E R F L Y B L U E ` P I N C U S H I O N F L O W E R # 1 1 2 " 6 " 1 5 3 S E D U M X ` A U T U M N J O Y ` A U T U M N J O Y S E D U M # 1 1 2 " 6 " 2 4 W E I G E L A F L O R I D A ` A L E X A N D R A ` T M W I N E & R O S E S W E I G E L A # 5 2 4 " 1 8 " 2 6 Y U C C A F I L A M E N T O S A ` C O L O R G U A R D ` C O L O R G U A R D Y U C C A # 5 1 8 " 1 8 " 3 6 Y U C C A R U P I C O L A T W I S T L E A F Y U C C A # 5 1 2 " 1 8 " P L A N T S C H E D U L E S Y M B O L D E S C R I P T I O N Q T Y D E T A I L S A N D S T O N E B O U L D E R 3 X 3 6 S A N D S T O N E B O U L D E R 2 X 2 4 S A N D S T O N E B O U L D E R 1 X 2 6 1 2 3 R E F E R E N C E N O T E S S C H E D U L E T U R F G R A S S B O T A N I C A L / C O M M O N N A M E C O N T A I N E R C Y N O D O N D A C T Y L O N ` 4 1 9 H Y B R I D ` B E R M U D A G R A S S S O D G R A S S S C H E D U L E L a n d s c a p e S c h e d u l e L - 6 L A N D S C A P E A R E A C A N O P Y T R E E S A C C E N T T R E E S G R O U N D C O V E R ( 7 5 % R E Q . ) * 1 1 4 E X I S T I N G T R E E S , A D D I T I O N A L & T O B E R E V I E W E D F O R C R E D I T A . T H E P R O V I D E D G R O U N D C O V E R I S A M I X T U R E O F O R N A M E N T A L G R A S S E S , % O F A R E A I N F R O N T O R S I D E 1 4 0 , 5 1 5 S F P E R E N N I A L S A N D G R O U N D C O V E R S S H R U B S S U M M A R Y C H A R T S - I N T E R I O R L A N D S C A P E R E Q . L A N D S C A P E A R E A 5 , 4 0 8 S F 8 9 . 5 % P R O V . 6 4 * 5 4 ( 8 1 1 S F R E Q . ) 4 3 8 1 0 7 4 S F P R O V . S E A S O N A L C O L O R ( 1 0 8 S F R E Q . ) 2 4 7 S F P R O V . L O C A T I O N / L E N G T H O F B A S E L I N E R E Q U I R E D / P R O V I D E D B U F F E R Y A R D W I D T H / T Y P E C A N O P Y T R E E S A C C E N T T R E E S F E N C I N G / S C R E E N I N G H E I G H T & M A T E R I A L * N O T E A N Y C R E D I T S U S E D I N C A L C U L A T I O N S : A . E X I S T I N G T R E E C R E D I T S A D D E D T O C A N O P Y T R E E S W E S T - 2 3 , T O B E R E V I E W E D F O R C R E D I T R E Q U I R E D N O R T H 5 1 0 S H R U B S P R O V I D E D N O R T H 5 1 0 ' 0 R E Q U I R E D H 1 ( H E D G E ) - R E Q U I R E D 5 9 P R O V I D E D 0 * 4 0 L E N G T H S U M M A R Y C H A R T S - B U F F E R Y A R D S R E Q U E S T F O R A C C O M . W E S T W E S T 5 1 0 ' 1 0 ' / E H 1 ( H E D G E ) - R E Q U I R E D N O N E P R O V I D E D N O N E , E X I S T I N G V E G . R E S T R I C T S A B I L I T Y . 7 1 5 4 1 0 1 R E Q U I R E D E A S T 4 7 P R O V I D E D E A S T 3 5 3 . 5 ' 1 R E Q U I R E D 3 4 2 ' 2 7 P R O V I D E D 3 4 2 ' 2 0 S O U T H S O U T H 3 5 3 . 5 ' 3 7 2 8 0 1 1 0 ' / E 1 0 ' / E 1 0 ' / E 7 3 6 ' 7 3 6 ' 5 ' / A 5 ' / A 5 ' / A 5 ' / A 1 S I T E P R O J E C T P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l Z A 2 1 - 0 0 3 1 6 3 0 6 3 0 635 635 6 3 5 635 6 4 0 640 640 645645 6 4 5 64 5 6 4 5 645 62 8 6 2 8 6 2 9 6 2 9 6 3 1 6 3 1 632 632 6 3 2 6 3 2 633 633 6 3 3 633 633 634 634 634 6 3 4 634 636 636 6 3 6 636637 6 3 7 637 637 6 3 8 638 638 638639 6 3 9 639 639 641 641 6 4 1 642 6 4 2 643 643 643 6 4 3 644 644 644 6 4 4 6 4 6 6 4 6 64 6 6 4 7 647 640 64 5 645 637638639641 64 2 642 64 3 643 64 4 644 64 6 64 6 LP LP LP LP LP LP LP LP LP LP LP LPLP LP X X X X X X X X X XX X X ICV ICV WV WV WV WV WV WV SDMHSDMH WMFHFH FH FH 645 640 635 645 6 3 5 6 3 0 F I N I S H E D F L O O R E L E V A T I O N 6 4 6 . 5 0 6 4 0 6 3 5 6 3 0 6 3 0 6 3 5 6 4 0 6 3 5 6 3 5 TW 45.75BW 45.00 T W 4 5 . 7 5 B W 4 5 . 0 0 T W 4 5 . 7 5 B W 4 1 . 1 0 M E G T C 4 6 . 7 7 B C 4 6 . 2 7 T R 4 6 . 9 5 T R 4 6 . 8 0 T R 4 6 . 7 0 4 6 . 4 5 4 6 . 2 5 T G 4 6 . 0 0 T G 4 6 . 0 0 T G 4 6 . 0 0 4 5 . 9 5 M E G ( 4 6 . 1 8 ) T C 4 7 . 2 0 B C 4 6 . 7 0 T C 4 6 . 7 5 B R 4 6 . 2 5 T C 4 6 . 7 0 B C 4 6 . 2 0 T C 4 6 . 9 0 B R 4 6 . 4 0 T C 4 7 . 0 5 B R 4 6 . 5 5 T C 4 6 . 6 5 B C 4 6 . 6 5 T C 4 6 . 9 5 B C 4 6 . 4 5 T C 4 6 . 5 0 B C 4 6 . 0 0 T C 4 6 . 4 5 B C 4 5 . 9 5 T C 4 6 . 1 5 B C 4 6 . 1 5 T C 4 5 . 2 5 B R 4 4 . 7 5 T C 4 6 . 2 0 B C 4 6 . 2 0 T C 4 7 . 0 5 B R 4 6 . 5 5 T R 4 7 . 0 5 M E G T C 4 6 . 4 3 B C 4 5 . 9 3 T C 4 6 . 8 5 B R 4 6 . 3 5 T R 4 6 . 7 5 T R 4 6 . 8 5 M E G ( 4 6 . 1 0 ) 4 6 . 3 0 4 6 . 0 0 4 6 . 2 5 4 6 . 3 5 4 6 . 4 5 T G 4 6 . 0 0 TG 46.00 4 6 . 1 0 4 6 . 7 5 T C 4 7 . 2 5 B C 4 6 . 7 5 T C 4 5 . 3 5 B R 4 4 . 8 5 T R 4 7 . 0 0 T C 4 2 . 2 0 B C 4 1 . 7 0 T C 4 2 . 9 0 B C 4 2 . 4 0 T C 4 2 . 5 5 B C 4 2 . 0 5 T C 4 2 . 0 0 B C 4 1 . 5 0 T C 4 2 . 5 5 B C 4 2 . 0 5 T C 4 2 . 9 0 B C 4 2 . 4 0 T C 4 6 . 6 0 B C 4 6 . 1 0 T C 4 6 . 2 5 B C 4 5 . 7 5 T C 4 6 . 0 5 B C 4 5 . 5 5 T C 4 6 . 4 0 B C 4 5 . 9 0 T C 4 5 . 2 5 B R 4 4 . 7 5 T C 4 1 . 8 5 B C 4 1 . 3 5 T C 4 5 . 1 5 B C 4 5 . 1 5 T C 4 5 . 3 5 B R 4 4 . 8 5 T C 4 5 . 4 5 B C 4 4 . 9 5 I O 4 4 . 6 5 I O 4 1 . 1 5 T R 4 5 . 2 5 T R 4 5 . 3 5 T R 4 5 . 2 5 T R 4 5 . 3 5 4 5 . 1 5 4 5 . 2 0 4 5 . 1 5 4 5 . 1 0 4 5 . 0 5 4 5 . 5 0 4 5 . 4 5 4 6 . 3 5 45.7046.15 4 5 . 4 5 4 5 . 3 5 4 6 . 2 0 4 5 . 9 0 4 6 . 2 5 4 3 . 0 0 4 2 . 3 0 4 1 . 1 5 4 1 . 3 0 4 5 . 4 5 T I 4 5 . 6 5 T I 4 5 . 1 0 T I - - . - - TW 45.75BW 40.10TW 45.75BW 44.35 TW 45.75BW 36.00 TW 45.75BW 39.50 T W 4 5 . 7 5 B W 3 9 . 5 0 T W 4 5 . 7 5 B W 3 8 . 5 0 TI 45.20TI 45.25 TG 45.60TG 46.00 F L 2 9 . 0 5 T G 3 8 . 5 0 F L 2 7 . 7 7 4 6 . 0 5 T I - - . - - 4 5 . 5 0 4 5 . 5 0 4 5 . 5 0 4 5 . 5 0 4 5 . 5 0 45.50 45.5045.5045.70 4 5 . 5 0 45.7545.90 46.3546.25 46.20 46.4046.45 46.0546.1546.25 46.4546.45 6 4 0 6 4 0 6 4 5 6 4 5 6 4 5 4 5 . 7 5 T I 4 5 . 5 0 4 5 . 7 5 I O 4 1 . 2 5 T C 4 6 . 8 0 B R 4 6 . 3 0 T C 4 6 . 7 0 B R 4 6 . 2 0 T C 4 6 . 9 5 B R 4 6 . 4 5 T R 4 6 . 9 5 T C 4 7 . 0 0 B R 4 6 . 5 0 T C 4 1 . 8 0 B C 4 1 . 3 0 T C 4 1 . 9 5 B C 4 1 . 4 5 T C 4 1 . 8 0 B C 4 1 . 3 0 T C 4 4 . 0 0 B C 4 3 . 5 0 T C 4 4 . 3 0 B C 4 3 . 8 0 T C 4 2 . 2 0 B C 4 1 . 7 0 T C 4 3 . 9 5 B C 4 3 . 4 5 T C 4 3 . 7 0 B C 4 3 . 2 0 T C 4 3 . 4 5 B C 4 2 . 9 5 T C 4 3 . 8 0 B C 4 3 . 3 0 T C 4 4 . 0 0 B C 4 3 . 5 0 T C 4 3 . 6 5 B C 4 3 . 1 5 T C 4 3 . 8 5 B C 4 3 . 3 5 T C 4 3 . 6 5 B C 4 3 . 1 5 T C 4 3 . 5 0 B C 4 3 . 0 0 T C 4 3 . 3 0 B C 4 2 . 8 0 T C 4 5 . 5 0 B C 4 5 . 0 0 T C 4 5 . 1 5 B C 4 4 . 6 5 T C 4 5 . 1 5 B C 4 4 . 6 5 T C 4 5 . 1 5 B C 4 4 . 6 5 4 4 . 0 0 T C 4 5 . 8 0 B C 4 5 . 3 0 T C 4 5 . 4 5 B C 4 4 . 9 5 T C 4 6 . 5 0 B C 4 6 . 0 0 T C 4 6 . 1 5 B C 4 5 . 6 5 T C 4 6 . 5 0 B C 4 6 . 0 0 T C 4 6 . 8 0 B C 4 6 . 3 0 4 6 . 4 0 4 6 . 6 5 4 5 . 4 5 4 5 . 5 5 4 5 . 6 0 4 5 . 8 0 6 4 5 T G 4 7 . 5 0 30'60'015'NORTHCONTROL POINT #2FND 5/8" IRON PINN - 7033894.59E - 2388827.38ELEV. - 647.47 CONTROL POINT #1X-CUT IN SIDEWALKN - 7034270.26E - 2389017.22ELEV. - 642.99 CONTROL POINT #3X-CUT IN SIDEWALKN - 7033886.89E - 2389425.19ELEV. - 633.37 G r a d i n g P l a n L - 7 S I T E P R O J E C T 50951009510NOTES·ALL SPOT GRADES ARE TOP OF PAVING GRADESUNLESS OTHERWISE NOTED.·CROSS SLOPES OF SIX (6) FOOT WIDE SIDEWALKARE NOT TO EXCEED 2.0% (1:50).·LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TOEXCEED 5.0% (1:20).·TURFGRASS SLOPES ARE NOT TO EXCEED 25% (1:4).LEGENDBOTTOM OF RAMPTOP OF RAMPBOTTOM OF STEPTOP OF STEPBOTTOM OF WALLTOP OF WALLLOW POINTHIGH POINTMATCH EXISTING GRADEMANHOLE BRTRBSTSBWTWLPHPMEGSSMHEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURPROPOSED SPOT GRADEFINISHED FLOOR ELEVATIONTOP OF GRADETOP OF INLETBOTTOM OF CURBTOP OF CURBCURB INLET INVERT OPENING FFETGTIBCTCIO 85.90 NOTES:1.THE EARTHWORK FOR THIS PROJECT IS A NECESSARY AND INCIDENTAL PART OF THEWORK. TO THE BEST OF THE ARCHITECT/ENGINEER'S KNOWLEDGE THE EARTHWORKWILL BALANCE. IN THE CASE THAT THE EARTHWORK DOES NOT BALANCE, THECONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH HAULOFF OR IMPORT. THE TOTAL COST SHALL BE INCLUDED IN THE BID PROPOSAL AS ALUMP SUM. PAYMENT WILL NOT BE MADE ON A UNIT PRICE BASIS OR BY ANY OTHERSEPARATE MEASURED PAYMENT METHOD.2.REFER TO SPECIFICATIONS FOR DISPOSAL OF EXCESS CUT MATERIAL.3.CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD A MINIMUM OF 6" OF TOPSOILIN ALL DISTURBED AREAS. IN AREAS OF CUT, THE GRADE SHALL BE EXCAVATED TO 6"BELOW FINISH GRADE, THEN TOPSOIL SHALL BE RE-SPREAD ABOVE THE SUB GRADEELEVATION.4.ALL EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT PROVIDED BYALLIANCE GEOTECHNICAL GROUP, INC. ON MAY 27, 2020. P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l Z A 2 1 - 0 0 3 1 LP LP LP LPLP LP LP LP LP X X X X WV WV WV WV SDMHSDMH WMFH FH 0 1 0 2 T Y P E E 1 0 ' B U F F E R Y A R D TYPE E 10' BUFFERY A R D TYPE E 10' BUFFERYARD TYPE E 10' BUFFERYARD TYPE E 10' BUFFERYARD T Y P E A 5 ' B U F F E R Y A R D P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l Z A 2 1 - 0 0 3 1 30'60'015'NORTHCONTROL POINT #2FND 5/8" IRON PINN - 7033894.59E - 2388827.38ELEV. - 647.47 CONTROL POINT #1X-CUT IN SIDEWALKN - 7034270.26E - 2389017.22ELEV. - 642.99 CONTROL POINT #3X-CUT IN SIDEWALKN - 7033886.89E - 2389425.19ELEV. - 633.37 F e n c i n g / E n t r y F e a t u r e P l a n L - 8 S I T E P R O J E C T PLAN VIEWA-AXO ENTRY MONUMENT SIGN1/2"=1'-0" E N T R Y _ X O 3'-9"2'-6"2'-2"3'-8"6'-6"ADDRESS 3'-6"ELEVATION CONCRETE BASE FABRICATED BRUSHEDALUMINUM CABINET WITH 1"THK. ALUMINUM BLOCKLETTERING, POWDER COATEDBLACK, MOUNTED TO FACE2" THK. CHARCOAL BLUELUEDERS STONE VENEER ONCMU BASE FABRICATED ALUMINUMCABINET, POWDER COATED,WITH 1" THK. BRUSHEDALUMINUM BLOCK LETTERINGMOUNTED TO FACELETTERING, TYP. BOTHSIDESSECTION A - A FABRICATED BRUSHED ALUMINUMCABINET WITH 1" THK. ALUMINUMBLOCK LETTERING, POWDERCOATED BLACK, MOUNTED TO FACE2" THK. CHARCOAL BLUELUEDERS STONE VENEER ONCMU BASE FABRICATED ALUMINUM CABINET,POWDER COATED, WITH 1" THK.BRUSHED ALUMINUM BLOCKLETTERING MOUNTED TO FACE 4'-4"1'-0"6"1'-4"6"1'-0"8"2'-4"1'-0"8"10"11"1'-9"1'-0"1'-0"7'-2"5'-2"14" LETTERING3" LETTERING3" LETTERINGCONCRETE BASE SECTION B - B B-B C O N C R E T E B A S E # 5 @ 9 " O C E W W / S T D 9 0 ° H O O K A T E N D S K E R F C U T W / S T A I N L E S S S T E E L S T O N E A N C H O R , T Y P 1'-6"MIN. BELOWGRADE3" CLR 2'-2" 1 " X 1 " C H A M F E R C U T O N C O R N E R S 1 4 " L E T T E R I N G 3 " L E T T E R I N G 3 " L E T T E R I N G 2 " T H K . C H A R C O A L B L U E L U E D E R S S T O N E V E N E E R O N C M U B A S E F A B R I C A T E D A L U M I N U M C A B I N E T , P O W D E R C O A T E D , W I T H 1 " T H K . B R U S H E D A L U M I N U M B L O C K L E T T E R I N G M O U N T E D T O F A C E F A B R I C A T E D B R U S H E D A L U M I N U M C A B I N E T W I T H 1 " T H K . A L U M I N U M B L O C K L E T T E R I N G , P O W D E R C O A T E D B L A C K , M O U N T E D T O F A C E F A B R I C A T E D A L U M I N U M C A B I N E T , P O W D E R C O A T E D , W I T H 1 " T H K . B R U S H E D A L U M I N U M B L O C K L E T T E R I N G M O U N T E D T O F A C E 1'-7"2'-9"8"1"3"7" 2 " T H K . C H A R C O A L B L U E L U E D E R S S T O N E V E N E E R O N C M U B A S E 1'-7"1'-4" # 5 B A R S @ 1 6 " O C , F I L L C E L L S W / C O N C F U L L H T O F W A L L # 5 B A R S @ 1 6 " O C F U L L H T O F W A L L , H O O K E N D @ B O T T O M O F F O O T I N G - 1 ' - 3 " , T Y P # 4 @ 1 8 " O C E W A S I N D I C A T E D B Y : 0 0 K E Y N O T E S 1 . X O M A R R I A G E S I G N 2 . 8 ' T A L L D U M P S T E R E N C L O S U R E P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l Z A 2 1 - 0 0 3 1 D u m p s t e r E n c l o s u r e L - 9 S I T E P R O J E C T D U M P S T E R G A T E S C A L E : 3 / 8 " = 1 ' - 0 " D M P _ G A T E G A T E L A T C H P E R D E T . 3 / L 6 . 0 4 2 4 G A U G E S H E E T M E T A L P L A T E @ A L L C O R N E R S A L O N G E X T . F R A M E , ( T Y P . ) 1 / 4 " x 6 " x 6 " F A S T E N 2 4 G A U G E G A L V . S H E E T M E T A L T O 2 " T U B E S T E E L W I T H # 3 M E T A L S C R E W S @ 1 2 " O . C . O R E Q U A L ( T Y P . ) 2 " x 2 " x 3 / 1 6 " S T ' L . T U B E F R A M E , ( T Y P . ) 6 x 6 x 3 / 8 " S T ' L . T U B E P O S T . C A P . ( T Y P . ) F A S T E N 2 4 G A U G E S H E E T M E T A L T O 2 " T U B E S T E E L W I T H # 3 M E T A L S C R E W S @ 1 2 " O . C . O R E Q U A L ( T Y P . ) N O T E : R E : G E N E R A L N O T E S F O R R A I L I N G S O N S H E E T - - / L D 5 - - S E C T I O N A - A N O T E : G A T E S A N D P O S T S A R E T O B E P O W D E R C O A T E D D A R K G R E Y , N O T P A I N T E D I N T H E F I E L D . ( C O L O R T O B E S E L E C T E D B Y A R C H . ) 1 " x 1 " S T ' L R O D 2 " x 2 " x 1 / 8 " S T ' L T U B E G A T E K E E P E R P E R D E T . - - / L D 5 - - 2 2 1 2 2 A-A 2 1 1'-3"2'-11"2'-11"1'-0" 8'-2" 1 ' - 0 " 2 " 6 " 3 " 6 ' - 1 " 1 / 2 " 6 ' - 1 " 3 " 6 " 3" G A T E H I N G E P E R D E T . - - / L D 5 - - L I M E S T O N E B L O C K V E N E E R A S S P E C ' D . C U T S T O N E C A P 1 2 2 1 C A S T S T O N E C A P P E R D E T . - - / L D 5 - - C H A R C O A L B L U E L U E D E R S L I M E S T O N E B L O C K V E N E E R . P A T T E R N T O B E S E L E C T E D B Y L A N D S C A P E A R C H I T E C T / O W N E R D U M P S T E R E L E V A T I O N S C A L E : 3 / 8 " = 1 ' - 0 " D M P _ E L E V D U M P S T E R O P E N I N G P E R D E T . - - / L D 5 - - F I N I S H G R A D E R E F . G R A D I N G P L A N S 1 " 1 6 ' - 0 " 1 " 8'-0" 8'-4" C H A R C O A L B L U E L U E D E R S 2 # 4 B A R F I L L H T O F W A L L F I L L C E L L W / C O N C . A L L C O R N E R S ( T Y P ) E X T E N D R E I N F . D O W N I N T O G R A D E B E A M W / S T U D . 9 0 ? H O O K S F O O T P R I N T O F D U M P S T E R ( T O B E S U P P L I E D B Y O W N E R ) L I M E S T O N E B L O C K V E N E E R W / C A S T S T O N E C A P . A B O V E , R E F D E T S . T H I S S H E E T 8 " S T E E L B O L L A R D ( T Y P . ) P E R D E T . 5 / L 6 . 0 4 1 ' - 0 " X 2 ' - 0 " I N T E R I O R G R A D E B E A M W / 2 - # 6 T O P & B O T T O M C O N T . C O N C . P A V I N G D U M P S T E R G A T E P E R D E T . - - / L D 5 - - SLOPE NOTES:FOR SPOT GRADESSEE GRADING PLANDUMPSTER ENCL O S U R E - P L A N V I E W 3/8"=1'-0" D M P _ E N C _ P L A N 1 4 ' - 0 " 8"4"--/LD5-- --/LD5-- 8'-0" 8 ' - 0 " 5'-5"1'-10"8"1'-6"2'-6" 3 ' - 0 " 3 ' - 0 " 2 ' - 6 " 1 ' - 1 0 " 8 " 1 6 ' - 0 " 4"13'-0"14'-4" 3 ' - 0 " --/LD5-- 1 ' - 0 " L I M E S T O N E B L O C K V E N E E R W / C A S T S T O N E C A P . A B O V E , R E F D E T S . T H I S S H E E T 1,266 SF TV STUDIO 759 SF CAFE SEATING 821 SF PREFUNCTION 669 SF ELV. LOBBY 339 SF CORRIDOR 214 SF MEN'S RR 184 SF WOMEN'S RR 239 SF OFFICE 285 SF COACHES 138 SF OFFICE 138 SF OFFICE 138 SF OFFICE 239 SF OFFICE 75 SF RISER 195 SF STAIR # 2 63 SF ELE./MECH. 246 SF STORAGE 146 SF STORAGE 1,982 SF CLASS RM/TV STUDIO 181 SF COFFEE BAR 188 SF PREP/STORAGE 377 SF GREEN RM 36 SF MAKE UP RM 49 SF RR 100 SF VEST. 37 SF JC NORTH ELEVATION 160' - 0" W E S T E L E V A T I O N 65 ' - 0 " SOUTH ELEVATION 162' - 5 3/8" EA S T E LE V A T I O N 67 ' - 8 1 / 8 " 814 SF CONFERENCE 81 SF RR 27 SF CLOSET 154 SF ADMIN 814 SF CONFERENCE 466 SF PREFUNCTION 249 SF SEATING 182 SF ELEV. LOBBY 194 SF RECEPTION 420 SF EXEC OFFICE 457 SF EXEC OFFICE 158 SF OFFICE 438 SF WAITING 125 SF OFFICE 125 SF OFFICE 140 SF BREAK 133 SF OFFICE 130 SF OFFICE 124 SF OFFICE 125 SF OFFICE 125 SF OFFICE 184 SF MEETING 201 SF CORRIDOR 191 SF CORRIDOR 193 SF WOMEN'S RR 198 SF MEN'S RR 474 SF CORRIDOR 124 SF WAITING 632 SF OPEN OFFICE 655 SF BREAKROOM 140 SF OFFICE 139 SF OFFICE 139 SF OFFICE 136 SF OFFICE 193 SF STAIR#2 52 SF IDF 52 SF MECH. 257 SF WORK/RM 132 SF OFFICE 132 SF OFFICE 132 SF MEETING 131 SF MEETING 95 SF CORRIDOR 12 SF CORRIDOR 193 SF STAIR #1 NORTH ELEVATION 160' - 0" WE S T E LE V A T I O N 65 ' - 0 " SOUTH ELEVATION 164' - 10 1/4" EA S T E LE V A T I O N 70 ' - 0 3 / 8 " 141 SF WOMEN'S RR. 143 SF MEN'S RR 52 SF ELEC. 52 SF IDF. 194 SF STAIR#2 NORTH ELEVATION 160' - 0" WE S T E LE V A T I O N 65 ' - 0 " SOUTH ELEVATION 164' - 10 1/4" EA S T E LE V A T I O N 70 ' - 0 3 / 8 " 9,105 SF LEASABLE SPACE 194 SF STAIR#1 1ST FF EL 100' - 0" TOR 145' - 0" ACM CANOPY ACM PANEL- TYP. TILT-UP PANEL JOINT TILT-UP CONCRETE WALL PTD. SAND FINISH CLEAR TEMPERED GLASS LOW E- COATED, TINTED INSULATED VISION GLASS TILT-UP CONCRETE WALL PTD. SAND FINISH CLEAR TEMPERED GLASS LOW E- COATED, TINTED INSULATED VISION GLASS EXTRUDED ALUMINUM FRAME - SILVER CLEAR ANODIZED TYP. FORM LINER REVEAL PROPOSED BACKLIT SIGNAGE STUCCO ACM PANEL W/ DRY JT. TO P 52 ' - 6 " TO P 50 ' - 6 1 / 2 " TO R 45 ' - 0 " PROPOSED BACKLIT SIGNAGE 1ST FF EL 100' - 0" TOR 145' - 0" ACM CLAD CANOPY PROPOSED BACKLIT SIGNAGE CLEAR TEMPERED GLASS AT VESTIBULE ACM PANEL- TYP. TILT-UP PANEL JOINT ACM PANEL W/DRY JT. TYP. FORM LINER REVEAL ACM CLAD CANOPY LOW E- COATED, TINTED INSULATED VISION GLASS LOW E- COATED, TINTED INSULATED VISION GLASS FORM LINER REVEAL STUCCO PROPOSED BACKLIT SIGNAGE TO P 52 ' - 6 " TO P 50 ' - 6 1 / 2 " TO S 45 ' - 0 " CONCRETE TILT WALL PROPOSED BACKLIT SIGNAGE 1ST FF EL 100' - 0" TOR 145' - 0" TILT-UP CONCRETE WALL PTD. SAND FINISH ACM PANEL- TYP. TILT-UP PANEL JOINT METAL PARAPET CAP PROPOSED BACKLIT SIGNAGE ACM CLAD CANOPY LOW-E CLEAR TEMPERED GLASS AT VESTIBULE LOW E- COATED, TINTED INSULATED VISION GLASS STUCCO ACM CLAD CANOPY FORM LINER REVEAL PROPOSED BACKLIT SIGNAGE TO P 50 ' - 6 1 / 2 " TO P 52 ' - 6 " TO R 45 ' - 0 " 1ST FF EL 100' - 0" TOR 145' - 0" ACM CLAD CANOPY PROPOSED BACKLIT SIGNAGE TILT WALL PANEL JT. STUCCO CURTAIN WALL SYSTEM ACM PANEL W/DRY JT- TYP. TILT-UP CONCRETE WALL PTD. SAND FINISH TILT-UP CONCRETE WALL REVEAL TYP. ACM PANEL TYP. FORM LINER REVEAL TILT-UP CONCRETE WALL PTD. SAND FINISH LOW-E INSULATED CLEAR TEMPERED GLASS LOW E- COATED, TINTED INSULATED VISION GLASS ACM PANEL W/DRY JT-TYP. INSULATED SPANDREL GLASS EXTRUDED ALUMINUM FRAME- SILVER ANODIZED TYP. LOW-E TINTED INSULATED VISION GLASS TO P 50 ' - 6 1 / 2 " 52 ' - 6 " TO S 45 ' - 0 " ELASTOMERIC PAINTED TILT WALL W/ SAND FINISH MATCH SHERWIN WILLIAMS SW7004 SNOWBOUND STUCCO MATCH SHERWIN WILLIAMS SW2819 DOWNING SLATE COMPOSITE METAL PANEL MATCH TO ALUCOBOND 69553 CLEAR ANODIZED CURTAINWALL/STOREFRONT FRAME MATCH TO KAWNEER #14 CLEAR ANODIZED GLAZING MATCH TO SUNGUARD SUPERNEUTRAL 54 GRAY TINT EXTERIOR MATERIAL LEGEND #DATE DESCRIPTION - KEY PLAN CLIENT PROJECT NO. Parkhill.com 03/29/2021 DRC Review Submittal 4/ 2 1 / 2 0 2 1 1 : 2 9 : 3 3 P M 8555.19 R_ v 2 0 XO MARRIAGE A-1 Articulation Analysis XO M A R R I A G E C E N T E R FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN NORTH ELEVATION EAST ELEVATION WEST ELEVATION SOUTH ELEVATION NORTH NORTH NORTH 0 16' 32'8' 0 16' 32'8' 0 16' 32'8' 0 16' 32'8' 0 16' 32'8' 0 16' 32'8'0 16' 32'8' BIRD'S EYE VIEW SOUTHEAST PERSPECTIVE GENERAL NOTES A. THIS FACADE PLAN IS FOR CONCEPTUAL PURPOSES ONLY. ALL BUILDING PLANS REQUIRE REVIEW AND APPROVAL BY DEVELOPMENT SE RVICES. B. ALL MECHANICAL UNITS SHALL BE SCREENED FROM THE PUBLIC VIEW AS REQUIRED BY THE ZONING ORDINANCE. C. WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING. D. ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO A PPROVAL BY DEVELOPMENT SERVICES. E. AN ONSITE MOCKUP OF THE BUILDING MATERIALS TO BE USED ON THE STRUCTURE SHALL BE INSTALLED AND REVIEWED BY THE PLA NNING DIVISION. MATERIALS SHALL NOT BE PLACED ON THE STRU CTURE UNTIL A GREEN TAG IS RECEIVED BY THE PLANNING DIVISION. F. AN APPROVED FACADE PLAN SHALL BE POSTED ONSITE A T ALL TIMES. G. ROOF ACCESS SHALL BE PROVIDED INTERNALLY, UNLESS OTHERWISE PERMITTED BY THE CHIEF BUILDING OFFICIAL. ZA21-0031 ew Submittal 1 0 4/26/2021 DRC Review Submittal L OT 1B, BLOCK 1, GATEWAY CHURCH-114 CAMPUS, BEING A PORTION OF LOT 1, BLOCK 1, GATEWAY CHURCH-114 CAMPUS 8' - 3 " 8'-8 1/4" 6206 2 0 620 625 6 3 0 6 3 0 630 635 635 635 6 3 5 6 3 5 635 635 6 4 0 640 640 6 4 0 6 4 0 640 640 645645 6 4 5 645 645 62162 2 623624 626627 62 8 6 2 8 628 6 2 9 6 2 9 629 6 3 1 6 3 1 631 632 632 6 3 2 6 3 2 632 633 633 6 3 3 6 3 3 633 633 633 634 634 634 634 6 3 4 63 4 634 636 636 6 3 6 6 3 6 636 636 636637 637 6 3 7 637 637 6 3 7 63 7 6 3 8 638 638 6 3 8 6 3 8 638 638 639 6 3 9 639 639 6 3 9 6 3 9 639 641 641 641 64 1 6 4 1 641 6 4 1 642 642 6 4 2 6 4 2 642 643 643 6 4 3 643 643 6 4 3 643 644 644 644 644 6 4 4 6 4 6 646 64 6 6 4 7 647 647648649 640 64 5 645 637638639641 64 2 642 64 3 643 64 4 644 64 6 6 4 6 64 5 640 635 645 6 3 5 6 3 0 6 4 0 6 3 5 6 3 0 6 3 0 6 3 5 6 4 0 6 3 5 6 3 5 6 4 0 6 4 0 6 4 5 6 4 5 6 4 5 LP LP LP LP LPLP LPLP LP LP LP LP LP LP LP LP LP X ICVICVICVICV ICV ICV ICV ICV ICV ICV WV WV WV WV SSMH SDMH SDMHSDMH SDMH WMFH FH W W W W S S S S S S S S W W W W W W W W W W WWW W NA-10.17 ac A - 4 0 . 9 7 a c A - 3 0 . 1 3 a c A - 2 0 . 1 6 a c B - 1 0 . 2 5 a c B - 2 0 . 1 1 a c B - 3 0 . 4 3 a c C - 1 0 . 3 7 a c C - 2 0 . 6 7 a c D - 1 2 . 8 0 a c D- 2 1.66 a c PROPERTY LINE P R O P E R T Y L I N E G R A C E L A N E ( 8 0 ' R O W ) KIRKWOOD BOULEVARD(100' ROW) F F E 6 4 6 . 5 0 PROPOSE D 1 5 ' WATER LI N E EASEME N T E X I S T I N G 7 0 ' D R A I N A G E E A S E M E N T FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\050_CIVIL\03_DRC SHEETS\_C-1 DRAINAGE AREA MAP.dwg LAYOUT NAME: C-1 PRINTED: Saturday, April 24, 2021 - 9:20am USER: CHadsall P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l T H I S D O C U M E N T I S R E L E A S E D O N A P R I L 2 6 , 2 0 2 1 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 U N D E R T H E A U T H O R I T Y O F L A R R Y D . S T O N E , P . E . , T E X A S L I C E N S E # 4 2 2 5 2 . I T I S N O T T O B E U S E D F O R R E G U L A T O R Y A P P R O V A L , C O N S T R U C T I O N , B I D D I N G O R P E R M I T P U R P O S E S . P A R K H I L L S M I T H & C O O P E R , I N C . F - 5 6 0 Z A 2 1 - 0 0 3 1 D r a i n a g e A r e a M a p C - 1 40'80'0 iSWM Hydrology Calculations - Marriage Today SouthlakeD.A.Areacc25c100tcI5I25I100Q5Q25Q100No.ac.(includes cf)minin/hrin/hrin/hrcfscfscfsA-10.170.951.001.00105.5147.7829.7620.891.321.66A-20.160.350.390.44105.5147.7829.7620.310.480.68A-30.130.951.001.00105.5147.7829.7620.681.011.27A-40.970.700.770.88105.5147.7829.7623.745.818.29B-10.250.350.390.44105.5147.7829.7620.480.751.07B-20.110.951.001.00105.5147.7829.7620.580.861.07B-30.430.800.881.00105.5147.7829.7621.902.944.20C-10.370.800.881.00105.5147.7829.7621.632.533.61C-20.670.800.881.00105.5147.7829.7622.964.596.54D-12.800.350.390.44105.5147.7829.7625.408.3911.96D-21.660.350.390.44105.5147.7829.7623.204.977.09SITE TOTAL7.7221.7733.6647.44Notes:1) A minimum time of concentration of tc= 10 min was used2) Intensities from Tarrant County Rainfall Data - 2020 iSWM Hydrology Technical ManualCONTROL POINT #2FND 5/8" IRON PINN - 7033894.59E - 2388827.38ELEV. - 647.47 CONTROL POINT #1X-CUT IN SIDEWALKN - 7034270.26E - 2389017.22ELEV. - 642.99 CONTROL POINT #3X-CUT IN SIDEWALKN - 7033886.89E - 2389425.19ELEV. - 633.37509510510LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURPROPERTY LINEDRAINAGE AREA BOUNDARYFINISHED FLOOR ELEVATIONFLOW ARROW FFE S I T E P R O J E C T 625 630630 630 635 635 635 635 6 3 5 635635640 640 640 6 4 0 640 645645 645 6 4 5 645 626627 628628 628 629629 629 631 6 3 1 631 632 632 632 6 3 2 632 633 633 633 6 3 3 633 633 633 634 634 634 634 634 63 4 634 636 636 636 6 3 6 636 636 636637 637 637 637 637 6 3 7 637638 638 638 6 3 8 638638 638 639 639 639 639 6 3 9 639 639 641 641 641 641 642 642 642 643 643 643 643 644 644 644 644 6 4 6 646646647647640 64 5 645 637638639641 64 2 642 64 3 643 64 4 644 64 6 646 LP LP LP LP LP LPLPLPLP LP LP LPLP LP LP ICV ICV ICV ICV WV WV SDMHSDMH WMFHFH FH W W W W W W W W WWWW 645 640 635 645 635 630 6 4 0 6 3 5 6 3 0 6 3 0 6 3 5 6 4 0 6 3 5 6 3 5 6 4 0 6 4 0 6 4 5 6 4 5 6 4 5 D E T E N T I O N C H A N N E L V = 1 1 8 , 4 0 0 C F ( W I T H 1 ' F R E E B O A R D ) PROPERTY LINE P R O P E R T Y L I N E G R A C E L A N E ( 8 0 ' R O W ) KIRKWOOD BOULEVARD(100' ROW)FFE646.50PROPOSED 15'WATER LINEEASEMENT E X I S T I N G 7 0 ' D R A I N A G E E A S E M E N T N D e t e n t i o n P l a n C - 2 4 0 ' 8 0 ' 0 M o d i f i e d R a t i o n a l M e t h o d D e t e n t i o n P o n d D e s i g n - M a r r i a g e T o d a y S o u t h l a k e ( S i t e O n l y ) S t e p D r a i n a g e A r e a T c ( m i n ) I 1 0 0 ( i n / h r ) C A ( a c r e ) Q 1 0 0 ( c f s ) S u b t o t a l Q 1 0 0 ( c f s ) T o t a l 1 P r e - D e v e l o p m e n t A L L 1 5 8 . 0 2 0 . 3 0 7 . 7 2 1 8 . 5 7 1 8 . 5 7 2 P o s t - D e v e l o p m e n t A - 1 1 0 9 . 7 6 1 . 0 0 0 . 1 7 1 . 6 6 4 7 . 4 4 A - 2 1 0 9 . 7 6 0 . 4 4 0 . 1 6 0 . 6 9 A - 3 1 0 9 . 7 6 1 . 0 0 0 . 1 3 1 . 2 7 A - 4 1 0 9 . 7 6 0 . 8 8 0 . 9 7 8 . 2 9 B - 1 1 0 9 . 7 6 0 . 4 4 0 . 2 5 1 . 0 7 B - 2 1 0 9 . 7 6 1 . 0 0 0 . 1 1 1 . 0 7 B - 3 1 0 9 . 7 6 1 . 0 0 0 . 4 3 4 . 2 0 C - 1 1 0 9 . 7 6 1 . 0 0 0 . 3 7 3 . 6 1 C - 2 1 0 9 . 7 6 1 . 0 0 0 . 6 7 6 . 5 4 D - 1 1 0 9 . 7 6 0 . 4 4 2 . 8 0 1 1 . 9 6 D - 2 1 0 9 . 7 6 0 . 4 4 1 . 6 6 7 . 0 9 3 T d ( m i n ) C w I ( i n / h r ) A ( a c r e ) Q a ( c f s ) V p r e l i m ( f t 3 ) P 1 8 0 P t d V r e q ( f t 3 ) V r e q ( a c r e - f t ) 3 9 . 7 6 0 . 6 3 9 . 7 6 7 . 7 2 1 8 . 5 7 3 0 , 5 4 0 5 . 3 6 3 . 0 3 5 4 , 0 3 4 1 . 2 4 M o d i f i e d R a t i o n a l M e t h o d D e t e n t i o n P o n d D e s i g n - M a r r i a g e T o d a y S o u t h l a k e ( S i t e & H o t e l S i t e ) S t e p D r a i n a g e A r e a T c ( m i n ) I 1 0 0 ( i n / h r ) C A ( a c r e ) Q 1 0 0 ( c f s ) S u b t o t a l Q 1 0 0 ( c f s ) T o t a l 1 P r e - D e v e l o p m e n t - S I T E A L L 1 5 8 . 0 2 0 . 3 0 7 . 7 2 1 8 . 5 7 6 1 . 4 5 P r e - D e v e l o p m e n t - H O T E L F L O W V A L U E F R O M 2 0 1 7 W E S T I N C I V I L P L A N S 4 2 . 8 8 2 P o s t - D e v e l o p m e n t - S I T E A - 1 1 0 9 . 7 6 1 . 0 0 0 . 1 7 1 . 6 6 1 2 1 . 5 2 A - 2 1 0 9 . 7 6 0 . 4 4 0 . 1 6 0 . 6 9 A - 3 1 0 9 . 7 6 1 . 0 0 0 . 1 3 1 . 2 7 A - 4 1 0 9 . 7 6 0 . 8 8 0 . 9 7 8 . 2 9 B - 1 1 0 9 . 7 6 0 . 4 4 0 . 2 5 1 . 0 7 B - 2 1 0 9 . 7 6 1 . 0 0 0 . 1 1 1 . 0 7 B - 3 1 0 9 . 7 6 1 . 0 0 0 . 4 3 4 . 2 0 C - 1 1 0 9 . 7 6 1 . 0 0 0 . 3 7 3 . 6 1 C - 2 1 0 9 . 7 6 1 . 0 0 0 . 6 7 6 . 5 4 D - 1 1 0 9 . 7 6 0 . 4 4 2 . 8 0 1 1 . 9 6 D - 2 1 0 9 . 7 6 0 . 4 4 1 . 6 6 7 . 0 9 P o s t - D e v e l o p m e n t - H O T E L F L O W V A L U E F R O M 2 0 1 7 W E S T I N C I V I L P L A N S 7 4 . 0 8 3 T d ( m i n ) C w I ( i n / h r ) A ( a c r e ) Q a ( c f s ) V p r e l i m ( f t 3 ) P 1 8 0 P t d V r e q ( f t 3 ) V r e q ( a c r e - f t ) 3 1 . 8 8 0 . 6 8 9 . 7 6 1 8 . 2 1 6 1 . 4 5 5 8 , 3 7 5 5 . 3 6 2 . 8 1 1 1 1 , 3 4 8 2 . 5 6 C O N T R O L P O I N T # 2 F N D 5 / 8 " I R O N P I N N - 7 0 3 3 8 9 4 . 5 9 E - 2 3 8 8 8 2 7 . 3 8 E L E V . - 6 4 7 . 4 7 C O N T R O L P O I N T # 1 X - C U T I N S I D E W A L K N - 7 0 3 4 2 7 0 . 2 6 E - 2 3 8 9 0 1 7 . 2 2 E L E V . - 6 4 2 . 9 9 C O N T R O L P O I N T # 3 X - C U T I N S I D E W A L K N - 7 0 3 3 8 8 6 . 8 9 E - 2 3 8 9 4 2 5 . 1 9 E L E V . - 6 3 3 . 3 7 5 0 9 5 1 0 5 1 0 L E G E N D E X I S T I N G 1 ' C O N T O U R E X I S T I N G 5 ' C O N T O U R P R O P O S E D 1 ' C O N T O U R P R O P O S E D 5 ' C O N T O U R P R O P E R T Y L I N E F I N I S H E D F L O O R E L E V A T I O N F F E FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\050_CIVIL\03_DRC SHEETS\_C-2 DETENTION PLAN.dwg LAYOUT NAME: C-101 PRINTED: Saturday, April 24, 2021 - 8:57am USER: CHadsall P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l T H I S D O C U M E N T I S R E L E A S E D O N A P R I L 2 6 , 2 0 2 1 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 U N D E R T H E A U T H O R I T Y O F L A R R Y D . S T O N E , P . E . , T E X A S L I C E N S E # 4 2 2 5 2 . I T I S N O T T O B E U S E D F O R R E G U L A T O R Y A P P R O V A L , C O N S T R U C T I O N , B I D D I N G O R P E R M I T P U R P O S E S . P A R K H I L L S M I T H & C O O P E R , I N C . F - 5 6 0 Z A 2 1 - 0 0 3 1 S I T E P R O J E C T 6 3 0 635 635 6 3 5 6 4 0 640 640 645645 645 62 8 6 2 8 6 2 9 6 3 1 632 632 6 3 2 633 633 6 3 3 633 634 634 6 3 4 636 636 6 3 6 6 3 7 637 637 6 3 8 638 638 6 3 9 639 639 641 641 6 4 1 642 6 4 2 643 643 644 644 644646 6 4 7 647 64 2 64 3 645 640 635 645 6 3 5 6 3 0 FINISHED FLOORELEVATION646.50 6 4 0 6 3 5 6 3 0 6 3 0 6 3 5 6 4 0 6 3 5 6 3 5 6 4 0 6 4 5 6 4 5 LPX E X I S T I N G D R A I N A G E / D E T E N T I O N C H A N N E L MAIN A M A I N B L A T B 2 L A T B 1 M A I N C M A I N D LAT A2 L A T B 3 LAT A1 P R O P O S E D D R A I N A G E / D E T E N T I O N C H A N N E L LAT A3PROPOSED 8"WATER LINE P R O P O S E D 8 " S A N I T A R Y S E W E R PROP 4"SAN SEWERPROPOSED 15'WATER LINEEASEMENT KIRKWOOD BOULEVARD(100' ROW)PROPERTY LINE E X I S T I N G 7 0 ' D R A I N A G E E A S E M E N T FFE646.50FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\050_CIVIL\03_DRC SHEETS\_C-3 OVERALL STORM DRAIN LAYOUT.dwg LAYOUT NAME: C-3 PRINTED: Saturday, April 24, 2021 - 9:03am USER: CHadsall P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l T H I S D O C U M E N T I S R E L E A S E D O N A P R I L 2 6 , 2 0 2 1 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 U N D E R T H E A U T H O R I T Y O F L A R R Y D . S T O N E , P . E . , T E X A S L I C E N S E # 4 2 2 5 2 . I T I S N O T T O B E U S E D F O R R E G U L A T O R Y A P P R O V A L , C O N S T R U C T I O N , B I D D I N G O R P E R M I T P U R P O S E S . P A R K H I L L S M I T H & C O O P E R , I N C . F - 5 6 0 Z A 2 1 - 0 0 3 1 EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377. O v e r a l l S t o r m D r a i n L a y o u t C - 3 0 4 0 ' 2 0 'N CONTROL POINT #2FND 5/8" IRON PINN - 7033894.59E - 2388827.38ELEV. - 647.47 CONTROL POINT #1X-CUT IN SIDEWALKN - 7034270.26E - 2389017.22ELEV. - 642.99 CONTROL POINT #3X-CUT IN SIDEWALKN - 7033886.89E - 2389425.19ELEV. - 633.37 5 0 9 5 1 0 5 1 0 L E G E N D E X I S T I N G 1 ' C O N T O U R E X I S T I N G 5 ' C O N T O U R P R O P O S E D 1 ' C O N T O U R P R O P O S E D 5 ' C O N T O U R P R O P E R T Y L I N E F I N I S H E D F L O O R E L E V A T I O N F F E S I T E P R O J E C T 635 635 640 640 645 645 645 6 4 5 632 632 633 633 634 634 636 636637 637 638 638 639 639 641 641 642 642 643 643 644 644646646646647647645 642 643 64 4 646 646 LP LP LPLP LP SSMH SDMHSDMH FHN W W W W S S W W W W W W W W W W W W W W SS GRACE LANE(80' ROW)645FINISHED FLOORELEVATION646.50 6 4 0 6 3 5 6 3 5 6 4 0 6 4 5 6 4 5 645 S T A 0 + 0 0 ~ L I N E S 1 C O N N E C T T O E X I S T I N G S A N I T A R Y S E W E R M A N H O L E T O P E L E V = 6 4 4 . 5 ( V E R I F Y ) F L E X 8 " I N ( N ) = 6 3 0 . 6 0 F L E X 8 " I N ( W ) = 6 3 6 . 9 3 F L E X 8 " O U T = 6 3 0 . 5 0 F L P R O P 8 " I N = 6 3 0 . 6 0 3 5 9 L F ~ 8 " P V C S A N I T A R Y S E W E R O N 0 . 4 0 % PROP 8" WATER LINEPROP 8" WATER LINE S T A 3 + 5 9 ~ L I N E S 1 F U R N I S H & I N S T A L L : 1 ~ S T D 4 ' D I A . S A N I T A R Y S E W E R M A N H O L E N o . 1 T O P E L E V = 6 4 1 . 1 0 F L 8 " = 6 3 2 . 0 4 C H A N N E L C R O S S I N G  8 " S S = 6 3 1 . 6 2  C H A N N E L = 6 3 5 . 0 S T A 5 + 0 5 ~ L I N E S 1 F U R N I S H & I N S T A L L : 1 ~ S T D 4 ' D I A . S A N I T A R Y S E W E R M A N H O L E N o . 2 T O P E L E V = 6 4 3 . 2 0 F L 8 " = 6 3 4 . 2 3 1 4 6 L F ~ 8 " P V C S A N I T A R Y S E W E R O N 1 . 5 0 % 3 4 L F ~ 8 " P V C S A N S E W E R O N 3 . 0 0 % S T A 5 + 3 9 ~ L I N E S 1 = S T A 0 + 0 0 ~ L I N E S 2 F U R N I S H & I N S T A L L : 1 ~ 8 " x 4 " - 6 0 ° W Y E F L 8 " = 6 3 5 . 2 5 F L 4 " = 6 3 5 . 4 2 STA 6+18 ~ LINE S1FURNISH & INSTALL:1 ~ STD 4' DIA. SANITARYSEWER MANHOLE No. 3TOP ELEV = 645.60FL 8" OUT (S) = 637.62FL 6" IN (E) = 637.79FL 4" IN (W) = 637.95STA 5+89 ~ LINE S1FURNISH & INSTALL:1 ~ 8"x3" TEE 8" = 636.75 3" = 636.964 LF ~ 3" PVC SS1 ~ GREASE INTERCEPTOR(REF PLUMBING PLANS FORDETAILS, SIZING ANDCONNECTION TO BUILDING)50 LF ~ 8" PVCSS ON 3.00%29 LF ~ 8" PVC SANITARYSEWER ON 3.00%58 LF ~ 4" SANITARYSEWER ON 3.00%102 LF ~ 4" S A N I T A R Y SEWER ON 1 . 0 0 % LINE S 2 101 LF ~ 4" SANITARYSEWER ON 3.00%19 LF ~ 4" SSON 3.00%STA 1+02 ~ LINE S2FURNISH & INSTALL:1 ~ 4"-60° WYE 4" = 636.443 LF ~ 4" SS ON 1.00%1 ~ SANITARY SEWER CLEANOUTSTA 2+03 ~ LINE S2FURNISH & INSTALL:1 ~ 4"-45° WYE 4" = 639.474 LF ~ 4" SS ON 1.00%1 ~ SANITARY SEWER CLEANOUTSTA 2+22 ~ LINE S2 4" = 640.04STA 6+76 ~ LINE S1FL 4" = 639.69  6" = 637.91PROP 6" WL STA 0+48 ~ LIN E S 2  12" SD = 640. 2 0  4" SS = 635.9 0 STA 0+88 ~ LINE S2 12" SD = 640.57 4" SS = 636.30STA 5+75 ~ LINE S1 12" SD = 640.66 8" SS = 636.336 LF ~ 6" PVC SS ON 2.00% C O N C R E T E E N C A S E 6 0 L F ~ 8 " S A N I T A R Y S E W E R U N D E R C H A N N E L L I N E S 1 L I N E S 1 LINE S2PROPOSED 15'WATER LINEEASEMENT E X I S T I N G 7 0 ' D R A I N A G E E A S E M E N T P R O P E R T Y L I N E P R O P E R T Y L I N E FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\050_CIVIL\03_DRC SHEETS\_C-4 SANITARY SEWER LAYOUT.dwg LAYOUT NAME: C-4 PRINTED: Saturday, April 24, 2021 - 9:19am USER: CHadsall P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l T H I S D O C U M E N T I S R E L E A S E D O N A P R I L 2 6 , 2 0 2 1 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 U N D E R T H E A U T H O R I T Y O F L A R R Y D . S T O N E , P . E . , T E X A S L I C E N S E # 4 2 2 5 2 . I T I S N O T T O B E U S E D F O R R E G U L A T O R Y A P P R O V A L , C O N S T R U C T I O N , B I D D I N G O R P E R M I T P U R P O S E S . P A R K H I L L S M I T H & C O O P E R , I N C . F - 5 6 0 Z A 2 1 - 0 0 3 1 E X I S T I N G U T I L I T I E S C O N T R A C T O R M U S T V E R I F Y L O C A T I O N O F A L L O V E R H E A D A N D U N D E R G R O U N D U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O N T R A C T O R S H A L L C O O R D I N A T E W I T H C I T Y O F F I C I A L S A N D U T I L I T Y C O M P A N I E S I N L O C A T I N G U T I L I T I E S . C O N T R A C T O R S H A L L B E H E L D R E S P O N S I B L E F O R L O S S E S D U E T O D A M A G E T O U T I L I T I E S . L O C A T I O N F O R A L L U T I L I T I E S S H O W N O N P L A N S A R E A P P R O X I M A T E . C O N T R A C T O R S H A L L C A L L T E X A S 8 1 1 , 1 - 8 0 0 - 3 4 4 - 8 3 7 7 . S a n i t a r y S e w e r L a y o u t C - 4 040'20' C O N T R O L P O I N T # 2 F N D 5 / 8 " I R O N P I N N - 7 0 3 3 8 9 4 . 5 9 E - 2 3 8 8 8 2 7 . 3 8 E L E V . - 6 4 7 . 4 7 C O N T R O L P O I N T # 1 X - C U T I N S I D E W A L K N - 7 0 3 4 2 7 0 . 2 6 E - 2 3 8 9 0 1 7 . 2 2 E L E V . - 6 4 2 . 9 9 C O N T R O L P O I N T # 3 X - C U T I N S I D E W A L K N - 7 0 3 3 8 8 6 . 8 9 E - 2 3 8 9 4 2 5 . 1 9 E L E V . - 6 3 3 . 3 7 5 0 9 5 1 0 5 1 0 L E G E N D E X I S T I N G 1 ' C O N T O U R E X I S T I N G 5 ' C O N T O U R P R O P O S E D 1 ' C O N T O U R P R O P O S E D 5 ' C O N T O U R P R O P E R T Y L I N E F I N I S H E D F L O O R E L E V A T I O N F F E S I T E P R O J E C T S C A L E : V E R T . : 1 " = 4 ' H O R . : 1 " = 2 0 ' MATCHLINE ℄ STA. 4+50 ~ LINE S1 STA 0+00 ~ LINE S1CONNECT TO EXISTING SANITARYSEWER MANHOLETOP ELEV. = 644.5 (VERIFY)FL EX 8" IN (N) = 630.60FL EX 8" IN (W) = 636.93FL EX 8" OUT = 630.50FL PROP 8" IN = 630.60EXISTING GRA D E @ ℄ PIPEEXISTING GRADE@ ℄ PIPE E X I S T I N G G R A D E @ ℄ P I P E P R O P O S E D G R A D E @ ℄ P I P E PROPOSED GRADE@ ℄ PIPE P R O P O S E D G R A D E @ ℄ P I P E C H A N N E L C R O S S I N G F L 8 " S S = 6 3 1 . 6 2 F L C H A N N E L = 6 3 5 . 0 0 S T A 3 + 5 9 ~ L I N E S 1 F U R N I S H & I N S T A L L : 1 ~ S T D 4 ' D I A . S A N I T A R Y S E W E R M A N H O L E N o . 1 T O P E L E V . = 6 4 1 . 1 0 F L 8 " = 6 3 2 . 0 4 STA 5+05 ~ LINE S1FURNISH & INSTALL:1 ~ STD 4' DIA. SANITARYSEWER MANHOLE No. 2TOP ELEV = 643.20FL 8" = 634.23STA 5+86 ~ LINE S1FURNISH & INSTALL : 1 ~ 8" x 3" TEEFL 8" = 636.75FL 3" = 636.96 S T A 6 + 1 8 ~ L I N E S 1 F U R N I S H & I N S T A L L : 1 ~ S T D 4 ' D I A . S A N I T A R Y S E W E R M A N H O L E N o . 3 T O P E L E V . = 6 4 5 . 6 0 F L 8 " O U T ( S ) = 6 3 7 . 6 2 F L 6 " I N ( E ) = 6 3 7 . 7 9 F L 4 " I N ( W ) = 6 3 7 . 9 5 MATCHLINE ℄ STA. 4+50 ~ LINE S1 C O N C R E T E E N C A S E 6 0 L F ~ S A N I T A R Y S E W E R U N D E R C H A N N E L STA 5+39 ~ LINE S1= STA 0+00 ~ LINE S2FURNISH & INSTALL:1 ~ 8"x4"-60° WYEFL 8" = 635.25FL 4" = 635.42 S T A 1 + 0 2 ~ L I N E S 2 1 ~ 4 " - 6 0 ° W Y E  4 " = 6 3 6 . 4 4 S T A 2 + 0 3 ~ L I N E S 2 1 ~ 4 " - 4 5 ° W Y E  4 " = 6 3 9 . 4 7 S T A 2 + 2 2 ~ L I N E S 2  4 " = 6 4 0 . 0 4 S T A 6 + 7 6 ~ L I N E S 1 F L 4 " = 6 3 9 . 6 9 S T A 0 + 4 8 ~ L I N E S 2  1 2 " S D = 6 4 0 . 2 0  4 " S S = 6 3 5 . 9 0 S T A 0 + 8 8 ~ L I N E S 2  1 2 " S D = 6 4 0 . 5 7  4 " S S = 6 3 6 . 3 0 STA 5+75 ~ LINE S1 12" SD = 640.66 8" SS = 636.33 S T A 0 + 0 0 ~ L I N E S 2 = S T A 5 + 3 9 ~ L I N E S 1 F L 8 " = 6 3 5 . 2 5 F L 4 " = 6 3 5 . 4 2 FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\050_CIVIL\03_DRC SHEETS\C-5 SANITARY SEWER PROFILE.dwg LAYOUT NAME: C-5 PRINTED: Saturday, April 24, 2021 - 9:14am USER: CHadsall P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l T H I S D O C U M E N T I S R E L E A S E D O N A P R I L 2 6 , 2 0 2 1 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 U N D E R T H E A U T H O R I T Y O F L A R R Y D . S T O N E , P . E . , T E X A S L I C E N S E # 4 2 2 5 2 . I T I S N O T T O B E U S E D F O R R E G U L A T O R Y A P P R O V A L , C O N S T R U C T I O N , B I D D I N G O R P E R M I T P U R P O S E S . P A R K H I L L S M I T H & C O O P E R , I N C . F - 5 6 0 Z A 2 1 - 0 0 3 1 S a n i t a r y S e w e r P r o f i l e C - 5 S I T E P R O J E C T STA 1+22 ~ LINE W21 ~ 8"x8" TEE1 ~ 8" GATE VALVE 6 LF ~ 8" PVCWATER LINE 25 LF ~ 8" PVCWATER LINE1 ~ 8"-22 12° BEND 6 LF ~ 2.5"HDPE WL 11 LF ~ 2.5" HDPEWATER LINE 13 LF ~ 2.5" HDPEWATER LINE1 ~ 2" METER & BOXPROP AREA DRAINELECTRICALTRANSFORMER1 ~ 2.5"-22 12° BENDSTA 1+18 ~ LINE W21 ~ 8" GATE VALVE1 ~ 8"x2.5" TEE4 LF ~ 8" PVC WL30 LF ~ 8" PVCWATER LINEPROPOSED 15' WATERLINE EASEMENT 635 635 635 640 640 640 6 4 5 6 4 5 64 5 645 632 632 633 633 634 634 636 636 636637 637 637 638 638 638639 639 639 641 641 641 6 4 1 642 6 4 2 642 643 643 6 4 3 643 644 64 4 644 6 4 4 6 4 6 6 4 6 646 64 6 6 4 7 647 647648649 640 64 5 64 5 637638639641 64 2 642 64 3 643 64 4 6 4 4 64 6 64 6 LP LP LP LP LP LP LP LP LPLP LP LP X WV WV SDMHSDMHWMFH FH FH W W W W W W W W WW W W W W 64 5 640 6 3 5 645 F I N I S H E D F L O O R E L E V A T I O N 6 4 6 . 5 0 6 4 0 6 3 5 6 4 5 6 4 5 6 4 5 P R O P 8 " P V C S A N S E W E R LINE W1 L I N E W 2 STA 0+00 ~ LINE W1REMOVE PLUG ANDCONNECT TO EXISTING12" WATER LINE(VERIFY LOCATIONAND ELEVATION)EXISTING 12"WATER LINE 174 LF ~ 12" PVCWATER LINE 90 SY ~PAVEMENTREPAIR 113 LF ~ 12" PVCWATER LINESTA 2+91 ~ LINE W11 ~ 12"-11 14° BEND STA 4+04 ~ LINE W1= STA 0+00 ~ LINE W2INSTALL:1 ~ 12"x8" TEE1 ~ 8" GATE VALVE1 ~ 12" GATE VALVE1 ~ 12" PLUG S T A 1 + 5 2 ~ L I N E W 2 1 ~ 8 " - 4 5 ° B E N D E X C E R P T A S T A 2 + 4 9 ~ L I N E W 2 1 ~ 8 " x 6 " T E E 1 ~ 6 " G A T E V A L V E 1 8 L F ~ 6 " P V C W A T E R L I N E 1 ~ S T D F I R E H Y D R A N T 9 7 L F ~ 8 " P V C W A T E R L I N E S T A 2 + 9 8 ~ L I N E W 2 1 ~ 8 " - 4 5 ° B E N D 4 9 L F ~ 8 " P V C W L S T A 3 + 1 8 ~ L I N E W 2 1 ~ 2 " T A P 1 ~ 2 " G A T E V A L V E 9 L F ~ 2 " H D P E W A T E R L I N E 1 ~ 2 " P L U G N O T E F O R F U T U R E F O U N T A I N : 1 ~ 2 " B A C K F L O W P R E V E N T E R T O B E I N S T A L L E D A T T H I S L O C A T I O N 2 0 L F ~ 8 " P V C W L 6 7 L F ~ 8 " P V C W A T E R L I N E S T A 3 + 8 5 ~ L I N E W 2 1 ~ 8 " - 4 5 ° B E N D S T A 4 + 8 1 ~ L I N E W 2 1 ~ 8 " x 8 " T A P P I N G S L E E V E & V A L V E 1 ~ 8 " G A T E V A L V E 9 6 L F ~ 8 " P V C W A T E R L I N E P R O P O S E D 8 " P V C S A N S E W E R P R O P 4 " P V C S A N S E W E R 3 2 L F ~ 6 " P V C W L R E M O T E F D C 1 ~ 6 " - 4 5 ° B E N D 1 ~ 6 " - 1 1 1 4 ° B E N D EXTEND EXISTING 8"WATER LINE 50 LF TOPROP 12" LINE W1 STA 1+74 ~ LINE W1INSTALL:1 ~ 12" GATE VALVE1 ~ 12"x8" TEE1 ~ 8" GATE VALVE1 ~ 12" GATE VALVE 117 LF ~ 12" PVCWATER LINE 1 1 8 L F ~ 8 " P V C W A T E R L I N E 1 ~ 6 " - 4 5 ° B E N D 1 1 L F ~ 6 " P V C W L P R O P O S E D 1 5 ' W A T E R L I N E E A S E M E N T PR O P O S E D 1 5 ' W A T E R L I N E EA S E M E N T E X I S T I N G 8 " W A T E R L I N E G R A C E L A N E ( 8 0 ' R O W ) KIRKWOOD BOULEVARD(100' ROW) P R O P E R T Y L I N E P R O P E R T Y L I N E E X I S T I N G 7 0 ' D R A I N A G E E A S E M E N T 2 3 L F ~ 6 " P V C W L 3 0 ' 6 0 ' 0 1 5 ' E X I S T I N G U T I L I T I E S C O N T R A C T O R M U S T V E R I F Y L O C A T I O N O F A L L O V E R H E A D A N D U N D E R G R O U N D U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O N T R A C T O R S H A L L C O O R D I N A T E W I T H C I T Y O F F I C I A L S A N D U T I L I T Y C O M P A N I E S I N L O C A T I N G U T I L I T I E S . C O N T R A C T O R S H A L L B E H E L D R E S P O N S I B L E F O R L O S S E S D U E T O D A M A G E T O U T I L I T I E S . L O C A T I O N F O R A L L U T I L I T I E S S H O W N O N P L A N S A R E A P P R O X I M A T E . C O N T R A C T O R S H A L L C A L L T E X A S 8 1 1 , 1 - 8 0 0 - 3 4 4 - 8 3 7 7 . N W a t e r L a y o u t C - 6 E X C E R P T A N010'5' N O T E : W A T E R M A I N S T O H A V E A M I N I M U M O F 4 2 " C O V E R T O T O P O F P I P E . C O N T R O L P O I N T # 2 F N D 5 / 8 " I R O N P I N N - 7 0 3 3 8 9 4 . 5 9 E - 2 3 8 8 8 2 7 . 3 8 E L E V . - 6 4 7 . 4 7 C O N T R O L P O I N T # 1 X - C U T I N S I D E W A L K N - 7 0 3 4 2 7 0 . 2 6 E - 2 3 8 9 0 1 7 . 2 2 E L E V . - 6 4 2 . 9 9 C O N T R O L P O I N T # 3 X - C U T I N S I D E W A L K N - 7 0 3 3 8 8 6 . 8 9 E - 2 3 8 9 4 2 5 . 1 9 E L E V . - 6 3 3 . 3 7 5 0 9 5 1 0 5 1 0 L E G E N D E X I S T I N G 1 ' C O N T O U R E X I S T I N G 5 ' C O N T O U R P R O P O S E D 1 ' C O N T O U R P R O P O S E D 5 ' C O N T O U R P R O P E R T Y L I N E F I N I S H E D F L O O R E L E V A T I O N F F E FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\050_CIVIL\03_DRC SHEETS\C-6 WATER LAYOUT.dwg LAYOUT NAME: C-6 PRINTED: Monday, April 26, 2021 - 9:41am USER: CHADSALL P a r k h i l l . c o m P R O J E C T N O . C L I E N T # D A T E D E S C R I P T I O N K E Y P L A N 1 5 4 3 21 A B C D 2 3 4 5 XO MARRIAGE CENTER X O M a r r i a g e G r a c e L a n e , S o u t h l a k e , T a r r a n t C o u n t y , T X 7 6 0 9 2 L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s , B e i n g a P o r t i o n o f L o t 1 , B l o c k 1 , G a t e w a y C h u r c h - 1 1 4 C a m p u s 8 5 5 5 . 1 9 1 0 4 / 2 6 / 2 0 2 1 S i t e P l a n P r e - S u b m i t t a l T H I S D O C U M E N T I S R E L E A S E D O N A P R I L 2 6 , 2 0 2 1 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 U N D E R T H E A U T H O R I T Y O F L A R R Y D . S T O N E , P . E . , T E X A S L I C E N S E # 4 2 2 5 2 . I T I S N O T T O B E U S E D F O R R E G U L A T O R Y A P P R O V A L , C O N S T R U C T I O N , B I D D I N G O R P E R M I T P U R P O S E S . P A R K H I L L S M I T H & C O O P E R , I N C . F - 5 6 0 Z A 2 1 - 0 0 3 1 S I T E P R O J E C T #DATE DESCRIPTION - KEY PLAN CLIENT PROJECT NO. Parkhill.com 4/ 2 6 / 2 0 2 1 1 0 : 4 1 : 5 7 A M 8555.19 R_ v 2 0 DRC Review Submittal04/26/2021 XO MARRIAGE E-1 PHOTOMETRIC ANALYSIS MA R R I A G E T O D A Y C E N T E R Grace Lane, Southlake, Tarrant County,TX 76092 Lot 1, Block 1, Gateway Church-114 Campus, Being a Portion of Lot 1, Block 1, Gateway Church-114 Campus ZA21-0031