XO Marriage Center_ Site Plan Submittal_DWG_ 3 29 20211709
S O U T H L A K E
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C I T Y
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# DATE DESCRIPTION
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KEY PLAN
CLIENT
PROJECT NO.
Parkhill.com
03/29/2021 DRC Review Submittal
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GRACE LANE , SOUTHLAKE, TX 76092
XO MARRIAGE
G-1
Cover Sheet
XO
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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
MARCH 29, 2021
PARKHILL NO. 8555.19
CASE NO. ####-####
VICINITY MAP
PROJECT SITE
THIS DOCUMENT IS RELEASED
ON 3-29-2021 FOR THE
PURPOSE OF INTERIM REVIEW
UNDER THE AUTHORITY OF
S HAHNAZ TALUKDER, R.A., TEXAS
LICENSE #24677. IT IS NOT TO
BE USED FOR REGULATORY
APPROVAL, CONSTRUCTION,
BIDDING OR PERMIT
PURPOSES.
PARKHILL
SHEET NO. DESCRIPTION
G-1 Cover Sheet
C-1 Drainage Area Map
C-2 Detention Plan
C-3 Overall Storm Drain Layout
C-4 Storm Drain Plan-Profile Main A
C-5 Storm Drain Plan-Profile Main B
C-6 Storm Drain Plan-Profile Main C & D
C-7 Sanitary Sewer Layout
C-8 Sanitary Sewer Profile
C-9 Water Layout
L-1 Site Plan
L-2 Tree Conservation Plan
L-3 Tree Conservation Schedule
L-4 Landscape Plan
L-5 Landscape Schedule
L-6 Grading Plan
L-7 Fencing / Entry Feature Plan
A-1 Articulation Analysis
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 MARCH 29, 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.
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PROPOSED 12"WATER LINE STA 0+00 ~ MAIN AINSTALL:1 ~ TYPE 'C' HEADWALL1 ~ FLEXAMAT (10' x 7.5') 18" = 634.0026 LF ~ 12" STORMDRAIN ON 1.00%STA 0+62 ~ MAIN A= STA 0+00 ~ LAT A1INSTALL:1 ~ STD. JUNCTION BO
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TOP ELEV. = 646.0 12" IN = 641.50 18" OUT = 634.62 18" IN = 641.00
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37 LF ~ 12" STORMDRAIN ON 1.00%STA 0+37 ~ LAT A2INSTALL:1 ~ AREA DRAINTOP INLET = 645.3 12" = 642.13
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10 LF ~FLEXAMAT STA 0+00 ~ MAIN A1 ~ TYPE 'C' HEADWALL 18" = 634.00 STA 0+62 ~ MAIN A= STA 0+00 ~ LAT A11 ~ STD. JUNCTION BOXTOP ELEV = 646.0 12" IN = 641.50 18" OUT = 634.62 18" IN = 641.00 STA 0+90 ~ MAIN A= STA 0+00 ~ LAT A31 ~ 18"X18"-60° WYE1 ~ 18"X12" REDUCER 12" = 641.78 18" = 641.28
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STA 1+31 ~ MAIN A1 ~ 12"-45° BEND 12" = 642.19
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EX GRADEAT ℄ OF PIPE PROPOSED GRADEAT ℄ OF PIPE
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FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\050_CIVIL\03_DRC SHEETS\C-4 STORM P-P MAIN A.dwg LAYOUT NAME: C-4 PRINTED: Monday, March 29, 2021 - 11:18am USER: CHadsall
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PROP 4" SAN SEWERSTA 0+00 ~ MAIN BINSTALL:1 ~ TYPE 'C' HEADWALL1 ~ FLEXAMAT (10' x 7.5') 18" = 630.00 26 LF ~ 12" STORMDRAIN ON 2.00%24 LF ~ 12" STORMDRAIN ON 2.00%STA 1+29 ~ MAIN B=STA 0+00 ~ LAT B2INSTALL:1 ~ 12"-60° WYE 12" = 640.2746 LF ~ 12" STORMDRAIN ON 2.00%STA 0+46 ~ LAT B2INSTALL:1 ~ AREA DRAINTOP INLET = 645.0 12" = 641.19 3
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79 LF ~ 18" STORMDRAIN ON 1.00%STA 0+79 ~ MAIN BINSTALL:1 ~ STD. JUNCTION BOXTOP ELEV. = 643.5 18" = 630.79 12" = 639.27
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STA 1+05 ~ MAIN B= STA 0+00 ~ LAT B1INSTALL:1 ~ 12" - 60° WYE 12" = 639.79MAIN B PROFI
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Q25 = 4.32 cfssf25 = 0.17%Q100 = 5.83 cfssf100 = 0.31%Qcap = 10.5 cfsvcap = 5.9 fps Q25 = 4.32 cfssf25 = 1.48%Q100 = 5.83 cfssf100 = 2.68%Qcap = 5.0 cfsvcap = 6.4 fps
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STA 0+00 ~ MAIN B1 ~ TYPE 'C' HEADWALL 18" = 630.00 STA 1+05 ~ MAIN BSTA 0+00 ~ LAT B11 ~ 12"-60° WYE 12" = 639.79
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FILE NAME: X:\2019\8555.19\03_DSGN\01_DWG\050_CIVIL\03_DRC SHEETS\C-5 STORM P-P MAIN B.dwg LAYOUT NAME: C-5 PRINTED: Monday, March 29, 2021 - 11:16am USER: CHadsall
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MAIN CPROPOSED 8"SANITARY SEWER STA 0+00 ~ MAIN CINSTALL:1 ~ TYPE 'C' HEADWALL1 ~ FLEXAMAT (10' x 7.5') 18" = 636.00 42 LF ~ 18"SD ON 2.00%STA 0+42 ~ MAIN CINSTALL:1 ~ STD 10' CURB INLETTOP INLET = 642.00 18" = 636.84 640635635 STA 0+10 ~ LAT C1INSTALL:1 ~ STD 10' CURB INLETTOP INLET = 642.00 18" = 636.88STA 0+34 ~ MAIN C= 0+00 ~ LAT C1INSTALL:1 ~ 18"-60° WYE 18" = 636.68 10 LF ~ 18"SD ON 2.00%
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SITE DATA SUMMARY CHARTLAND USE DESIGNATION: PUBLIC / SEMI-PUBLICAREA OF OPEN SPACE: 205,830 SFOPEN SPACE AS A PERCENTAGE: (205,830 SF / 273,456.90 SF = 75.26%)OUTSIDE STORAGE AS A PERCENTAGE: 0%EXISTING ZONING: COMMUNITY SERVICES (CS)PERCENT OF SITE COVERAGE: (273,456.90 SF / 217,712.88 SF = 125.60%)NET ACREAGE OF PROJECT: 6.277 ACRES GROSS ACREAGE: 4.998 ACRESTOTAL BUILDING AREA: 10,708 SFNUMBER OF STORIES: 3MAXIMUM BUILDING HEIGHT : 52'-6" TOPSQUARE FOOTAGE BROKEN DOWN BY USEASSEMBLYBUSINESSLOCKERMECHANICALPREPSTORAGE======4,923 SF17,898 SF377 SF138 SF400 SF390 SFTOTAL FLOOR AREA: 32,186 SFPARKING & LOADING SPACESREQUIRED SPACES:PROVIDED SPACES:PROVIDED HANDICAP SPACES:97 SPACES93 SPACES4 SPACESNUMBER OF PROPOSED LOTS = 0IMPERVIOUS COVERAGE = (67,626.90 SF / 273,456.90 SF = 24.73%)START CONSTRUCTION: JULY 2021END CONSTRUCTION: SEPTEMBER 2022
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646.50
LP
645.66WV645.67FH645.33ELEC RISR644.39LP 643.56INLT643.52INLT644.30INLT644.36INLT644.32INLT644.28INLT 642.97LP 641.99FH642.02WV642.10LP642.30643.49MD-4.5644.32MD-5.4 643.37MD-3.9 641.69WM 640.79SGN 638.58INLT638.38MD-5.5638.23INLT 634.98BARACADE 635.23BARRACADE635.34EOA637.04EOA638.29B EOB PLNTR638.64B EOB PLNTR638.97LP639.56EOB PLNTR639.16EOB PLNTR 635.18FNC 632.27FNC 630.05FNC 626.93FNC TOE634.25SGN 633.7015IN WL 632.84MD-7.75632.83MD-2.8633.5515IN WL 633.4615IN WL632.54FNC COR TOP633.33FNC TOP
634.22
15IN WL
633.84
15IN WL
633.29
15IN WL
632.99LP633.38B TOP632.71B TOE634.94SGN634.85LP635.59E TOP635.22E TOE
634.24
E TOP
633.16
E TOE
626.09FNC626.05EDGE 8X4 BX625.59FL625.74FL SILT625.95EDGE 8X4 BX 632.10FNC TOP626.69FNC COR TOE626.12FNC FL626.20FNC FL624.42EOW624.58EOW 624.43EOW 9-18-19 624.37EOW 9-18-19 624.53EOW 9-18-19624.47EOW
625.91
EDGE 8X4 BX
625.68
FL SILT626.15
FL SILT
626.15
EDGE 8X4 BX
644.25
STORM MH MD=6.48
644.18
FNC TOE
645.88
LP
644.19
FNC TOE
645.41
B TOP
644.16
B TOE FNC
634.01
FNC TOP
635.25
FNC
637.67
FNC COR 636.30
RECLAIM ICV636.43
FNC
634.68
FNC
EOR
625.47
4IN PVC STUBOUT
625.45
4IN PVC STUBOUT
624.49
LP
627.11
RECLAIM ICV
628.14
E TOE6 TOE
640.17
B TOE7
634.96
E TOE8
635.86
SILT635.21
SILT 635.36
SILT
635.12
SILT
633.32
HW
633.18
HW
633.16
HW
633.29
HW
630.70
FL21RCP
630.57
WW630.53
WW
636.72
ROCKRIPRAP
635.49
ROCKRIPRAP
635.78
ROCKRIPRAP
636.64
ROCKRIPRAP
634.95
ROCKRIPRAP
632.48
ROCKRIPRAP
631.16
ROCKRIPRAP
630.61
ROCKRIPRAPWW
630.57
ROCKRIPRAPWW
631.02
ROCKRIPRAP
631.81
ROCKRIPRAP
635.56
ROCKRIPRAP
630.48
FL21RCP632.99
HW
632.96
HW
632.98
HW
632.99
HW 630.28
WW630.33
WW
630.47
WW630.61
WW
643.29DRIP LINE 641.97DRIP LINE 640.06DRIP LINE 637.08DRIP LINE 635.77DRIP LINE TOE634.77DRIP LINE TOE645.29DRIP LINE
647.13
END TOP B
646.70
END TOE
646.89
DRIP LINE646.97
DRIP LINE
647.11
DRIP LINE
647.00
DRIP LINE
646.13
DRIP LINE
646.04
DRIP LINE
643.52
DRIP LINE
643.33
DRIP LINE
642.33
DRIP LINE
641.72
DRIP LINE
642.43
DRIP LINE
643.06
DRIP LINE
644.45
END DRIP LINE
643.87
BEGIN DRIP LINE
642.12
DRIP LINE 642.06
DRIP LINE
641.47
DRIP LINE
642.57
DRIP LINE
641.74
DRIP LINE
641.96
DRIP LINE
644.03
END DRIP LINE FE
642.01
HW
642.03
HW641.98
HW
641.99
HW
636.75
FL 48 RCP
637.00
WW
637.02
WW
637.04
WW
637.02
WW
636.97
ROCK RIPRAP
636.30
ROCK RIPRAP636.52
ROCK RIPRAP
636.13
ROCK RIPRAP
633.16
ROCK RIPRAP
635.18
ROCK RIPRAP
636.24
ROCK RIPRAP
633.07
FL
632.30
FL
631.37
FL
631.10
FL
642.12
BEGIN TOP D
642.93
BEGIN TOP D
640.86
END TOP D
630.58
FL
642.62
P-2
641.28
P-1
639.08P-20 632.86P-21
633.65
P-22
N: 7033886.89E: 2389425.19X-CUT IN WALKEL: 633.37
N: 7033513.75
E: 2388813.46
X-CUT IN CURB
EL: 645.46
N: 7033240.22
1/2IPC
306
N: 7033894.59E: 2388827.38FND 5/8 IPEL: 647.47 N: 7033889.82E: 2388907.185/8IPCEL: 645.41
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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
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#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" OakFAIRREMOVE140210" Post oakBADSAVE140312" OakGOODSAVE140515" OakGOODSAVE140612" OakGOODSAVE1407TWIN 10", 11"OakGOODSAVE1408TWIN 7", 9" Boisd’arcGOODREMOVE14098" OakGOODSAVE14109" OakGOODSAVE141112" OakGOODSAVE14128" OakGOODSAVE141312" OakGOODSAVE142016" OakGOODSAVE142116" OakGOODSAVE142214" OakGOODSAVE142316" OakGOODSAVE142411" OakGOODSAVE142518" OakGOODSAVE142610" OakGOODSAVE142714" OakGOODSAVE142815" OakGOODSAVE142916" OakGOODREMOVE1430TWIN 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
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(8) Autumn Joy Sedum(53) Stella de Oro Daylily (13) Red Yucca (7) Autumn Joy Sedum(7) Autumn Joy Sedum30'60'015'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
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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.FILE NAME: \\Data1\Projects\2019\8555.19\03_DSGN\01_DWG\060_LAND\04_SHEETS\DRC Submittal\L-6 Grading Plan.dwg LAYOUT NAME: L-1 PRINTED: Monday, March 29, 2021 - 1:41pm USER: LRuiz
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ACM PANEL W/DRY JT-TYP.
INSULATED SPANDREL
GLASS
EXTRUDED ALUMINUM FRAME-
SILVER ANODIZED TYP.
LOW-E TINTED INSULATED VISION
GLASS
INSULATED SPANDREL GLASS
#DATE DESCRIPTION
-
KEY PLAN
CLIENT
PROJECT NO.
Parkhill.com
03/29/2021 DRC Review Submittal
3/
2
5
/
2
0
2
1
2
:
0
9
:
5
2
P
M
8555.19
R_
v
2
0
GRACE LANE , SOUTHLAKE, TX 76092
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