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Item 6A - PlansXO MARRIAGE XO MARRIAGE CENTER GRACE LANE, SOUTHLAKE, TX 76092 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 Parkhill n O O 0 co N O N SITE PLAN SUBMITTAL J U LY 1552021 PARKHILL NO. 8555.19 CASE N O . ZA21-0031 3000 Internet Blvd, Suite 550 Frisco, TX 75034 972.987.1670 �CP06I/E POWERED BY PEOPLE 1512 Bray Central Dr. McKinney, TX 75069 972.529.9401 VICINITY MAP SHEET NO. DESCRIPTION Cover Sheet G-1 L-1 Overall Site Plan L-2 Site Plan L-3 Tree Conservation Plan L-4 Tree Conservation Schedule L-5 Landscape Plan - Overall L-6 Landscope Plan - Bufferyards L-7 Landscape Plan - Interior Landscape L-8 Landscape Schedule L-9 Grading Plan L-10 Fencing - Entry Feature Plan L-11 Dumpster Enclosure A-1 Articulation Analysis A-2 Views From Kirkwood 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 C-7 Kirkwood Blvd Paving Plan -Profile C-8 Kirkwood Blvd Striping Plan E-100 Electrical Site Plan E-101 Exterior Lighting Layout/Photometric 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 Parkhill W W Z LLI W a 0 MARRIAGE CLIENT XO MARRIAGE LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN CASE N 0 . ZA21-0031 3 07/16/2021 DRC Review Submittal 2 05/17/2021 DRC Review Submittal 1 04/26/2021 DRC Review Submittal - 03/29/2021 DRC Review Submittal # DATE DESCRIPTION Cover Sheet G=1 0. O N re Parkhill W H Z W U O x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1 R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DA7 -' DESCRIPTION Overall Site Plan L=1 Parkhill W H Z W U O x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Site Plan L=2 1 1 2 1 3 1 4 1 5 A rarKm ill Parkhill.com xo LU / \ LU / / \ \ \ \ \\ \ \�\\\ \ \ \ \ \ \ \ \ \ \ r \ \ \ \ \ \ \ \\ \\, Uj 60 /, / / \ \ \ \ \ I \ \ \ \ \ \ oe /"oo,fo V / / / / / / ♦ / ll Ile loe ff \ \ Co fol foe 'Zoo, foeo // ,./ / ff / \ / O. / O Ile Je- /J-10/ / a r \\ \\ \� ' \ \ \ \ \\ \ \ 1 \� MARRIAGE \ J \ Wff — I WIF/ S/S i �/ V11 \ \ \ A`. CLIENT --- \\ \ \ �. \. \\ \ \ \\ \'a \\ \ \\ \ \ \ \I I \ `\ .� ! XO Marriage Grace � � ♦ / \ I / � � / � � � 1 � / �' /\ \I / � \ \\ \\\•\, \\ \\ \\\\ 11 \\ \\ \\I \ \\ 1 \\ \ -- — LOT 1R2nBLOCK lake, Tarrant County,TX 76092 B / I I �� / 1 1 1 \\ I \ \� \ 1 1 , I l 0 Of I ► ,,;�///;/ , / / , , , ; , I I ; LEGEND 1 M / 1 / Z00 �M 5000� (J0M J // \\ PRESERVED TREES XZLUW f / N, TREES TREES TO BE RELOCATED TREES TO BE REMOVED I\ 6' TALL PROTECTIVE \ I I , \ FENCING lo, fe Ile IN ice/ ' +,/, \ N. /// (ALL 17 lu NORTH 0 15' 30' 60' I I — I 1 v � , , , � \ 1 \ \ I GATEWAY CHURCH-114 CAMPUS 0I I I \\ / "� I \ \ \ \V A I v M / I \ �\ / 1 d \ \ 1 \ \ \ I I PROJECT NO. / " \\ \\ \\ \\ I a� \ ---- i \\`\\ \\ \\ I . \ \ \ \ 8555.19 I\`/ � � I \ \\ \� \ \ I �\ 1 o KEY PLAN o to 'o O® i N I` M M \ N ( / / \\ \\ \ \\ \ \ \ \\ \ \\ \ \ Lo I O] It ` I M O i77KV N O � N ________________ (") N CJ Nn /� '/ / \ \ \ \ \ \ r- M N _ W ` lo ` � � I 0 0 M N \ \ \ \ \ \ \ �\ \ \ \ I� M '1 N \ ` I L V I N N N O N W O - N ,/ `\ \\ \\ \ \\ \ ` \\ \' \\ \\ \ \ \\ \\ O r V 00 �� ` ,�,,.� 01 ` M 1 O N N � N N _-__-___ �i��/ r, M \ \ \ \ \ \ \ v C^ N lf) Ln ,p I I� i ______ ODD M-_ yp \\ \\\ \ \ \\ \: \\ \ \ 1 ' �� oo CD y' I 'd' N __---- _ ----- (Q \\ \ M !V V M of MM C^. Cl \ -ool ` I� <m m� I1' Imo \ (O \ I iv -N - �\ \\ \ \ \ \ \1` �L \ \\ \ �NcIT d I) / \� r• O N l\ O N 0o 'o N O rw}�N ` M �V Nr. N M i O;� \ \ \ \ \ \I I` 1 \ \ 'JD I� N O N N Q) m / LV._.� '-V lrl N 1 / N N Cl) oo M M I W L(7 J \ LrI M \ \ \ \ \\ \ \ \ , \I 1 I 1 1 \ ` ( N v �- Co = o ` .. d' 6i N Lr,Nrn N I l N C [' (\l M O ` \ \ \ \ \ \ \\\� / \ \\ \ ' O O \ \ i C LSO O C� ul M N N 1� V �r,Y�; (�/ M N / IN N !V N O �M Il)� rV ll� N N y �° ` M N 7 �0y r- Co Q N_ N �� .V N V w' CJU .'� 7 N r N f (V �V} - �_ V O N / r,NO3n �M 00 Y �O `O 1)ti • �'�hl'N�!T 1 S� (V N \ \ \ \ \✓ \ I VM 1 / O O \ lfi G LU IJ.' In - ,1 3? N C07' �.✓ N 4'� Y .r. / �I\/jam= r �� c 7 Ii � � N co \ \ \\ \\\ \ \/ I� I III I c N co Ncc I�� r- _/ N M ,� of \ \ \ \\\ \ \ 1 N co 0 -ofI I I LO - O of ° N co LON Site Submittal 07/16/2021 Plan n��\ S �\ --- —� - / # DATE DESCRIPTION \ \\ / N, GRACE \\ --- , 00 ,n M co 00 �R.O 9x -. 0910 W. � -� Tree z NW �zluW = ZU)00a \ �MM� / ■ Conservation TREE CANOPY CHART �r-N_°' ----" XZWW CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 X-CUT IN SIDEWALK FND 5/8" IRON PIN X-CUT IN SIDEWALK N - 7034270.26 N - 7033894.59 N - 7033886.89 E - 2389017.22 E - 2388827.38 E - 2389425.19 ELEV. - 642.99 ELEV. - 647.47 ELEV. - 633.37 EXISTING TREE REQUIRED TREE PROVIDED CANOPY PRIOR TO CANOPY TO BE TREE CONSTRUCTION PRESERVED (70%) CANOPY 41,481 SF 29,037 SF 29,863 SF �9 �Mn srPlan . - \\ \ qua = sr��rr »4 - ZA21-0031 N . L=3 2 3 5 Parkhill W H Z W U O x >3c) MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1 R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 ,,EY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Tree Conservation Schedule L=4 Parkhill W H Z W U O x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Landscape Plan -Overall L=5 1 SUMMARY CHARTS - BUFFERYARDS 2 3 5 A V 0 LOCATION/ LENGTH OF REQUIRED/ BUFFERYARD CANOPY ACCENT FENCING/SCREENING BASE LINE PROVIDED LENGTH WIDTH/ TYPE TREES TREES SHRUBS HEIGHT & MATERIAL NORTH REQUIRED 510' 10' / E 5 10 41 H1 (HEDGE) - REQUIRED NORTH PROVIDED 510' 10' / E 5 10 42 NONE PROVIDED EAST REQUIRED 353.5' 5' / A 4 7 28 EAST PROVIDED 353.5' 5' / A 4 7 29 SOUTH REQUIRED 342' 5' / A 3 7 27 SOUTH PROVIDED 342' 5' / A 3 7 29 WEST H1 (HEDGE) - REQUIRED REQUIRED 736' 10' / E 7 15 59 REQUEST FOR ACCOM. WEST NONE, EXISTING VEG. PROVIDED 736' 10' / E 7 15 60 RESTRICTS ABILITY. *NOTE ANY CREDITS USED IN CALCULATIONS: A. EXISTING TREE CREDITS ADDED TO CANOPY TREES WEST - 23, TO BE REVIEWED FOR CREDIT NOTE: FOR PLANT LEGEND AND QUANTITIES, REFER TO L-8. > V> Al > > > > > > > > > > > > > > > > > > > > > > > > X > > > > > > > > > > > > > > (1) Texas Redbud > > > > > (3) Cedar Elm > > > > > > > > ILL.I 0) Io M 00 N 00 0 O n Z (A 1W NORTH 0 15' 30' 60' > > > > > > > > > > > > > APPROXIMATE TURF > > > > > / LIMITS > > > > > > > > > > > > > APPROXIMATE TURF LIMITS ° > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>> >>>>>>>>>>> >>>>>>>>>>>>>>> + > > > > > > > > > > > > > > > > > a > > > > > >� i'n > > > > > > > > > „ a > a > > .. > a > > > > > a a a > > > > a a a > > (� I� > > > > > > > > +C) > > > > 0> ..> * > > > > > > > > > > > > > > > > > > > > > > > > p �> > > > > > > > > > > > > > > > > > (1) American Sweet Gum > > > > > > > > > > > -N- > > > >N >DO > > > > > > > > > > > > > > > > > > > > > > > > > > > > > - > > > > > > - ♦- > > s > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >(V > > > > > > > > > > > > \ > > > > > > > > > > (4) Mexican Plum > > > > > > > > > > > > > > > > > > > > > > > > \ > > > > > > > > > > > > > > > > > > > > - > > > > > > 3 > > > > > > > > > > ..... > > > > > > > > > > > / > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > (1) Texas Redbud > > > > > > > > > > > > > > `*>O > > > > > > > > > + > > > > > > > > > > > > > > -(1) Mondel Pine > > > > > > > + > \ > > > > > > © > + > > > > > > / G > > > > > > > > > > > > > > > 1 (5) Lemon Lime Nandina, > > > > > > > > > > > > > ,tea > N > > \> > a > > > Q> > > > -(9) Red Yucca i;. ��.}�[/- �Mi � (1) Cedar Elm > > > > > + > > > > > + > + > \> + > + > > > > > > + > ` S (2) Texas Redbud /` - . '` i (2) Texas Redbud - > > > > > 3 _ > > > > > - > > > > > > > > > > > > > > > > > > / - (1) Mexican Plum _ c�,'• , 0 > > > > > > > > > > > > (6) Furman's Red Salvia / (1) Live Oak.- - 2 Silver Mound Artemisia , I r 1(:KCI Ff, Park �GDELL QVI CHRI; RI �v� w �Q z THOMAS o �1� N ALICE 1 WHISPERING LN D o M W F. /Lj 0 TUMPLE 10 >_= CRIPPLE �� m L¢ HIGHLAND MESA �O SOUTHLAKE Pop 7,065 / D� el P r WILDWOOG�G� sae''_j I �a in LAParw OW z o`�` o )a z SJTE 0�� QLd V) m Q m U U -- w— / Z Z U / m w m > > > > > > > > > > > > > > > > > (5) Cent Plant (2) Color Guard Yucca > > - > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >.j > > > > > > > > > > > > > > > > > > > > > > > > ; 4 4 \> (1) Shoal Creek Vitex > > > > > > > > > > > > > > > > > - 3 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > C7> > > > >., > > > > > > > > > > > > > > > > > > > > ' 2 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > Ito* > > > > @V > > > > > > > > > > > > > > > > > > > > > > > > > > > > >\; ;�\,•'`.'�\_. > > > > > > > > > > > > > > > > > > > > > \\ I 4� (1) Pond Cypress > (5) Glossy Abelia (7) Sunshine Ligustrum �� \ �. •� ..... > > > (5) Furman's Red Salvia _ > > > > > > > > > > ^> '- > > > > > > .> > > > > > > > > > > > > > > > > > > (3) Century Plant - i• . / > > > > > > > > > nl > > > > > > > > > > > > > > > > > > > > > > > > (3) Possumhaw Holly 3 Wine & Roses Wei ela (6) Color Guard Yucca ! O�� > > �� /III`\\. • > > > 1 > > > > > >\ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > (10) Furman's Red Salvia -_ , _ - > > > > > > > > > > > >` > .> > > > .> > > > > > > (3) Color Guard Yucca - \\ —(3) Grey Cotoneaster /��. > > > > > > > > > > > > > > \> > > > > > > > > > > > > > > > 'i i > > ' — (6) Sunshine Ligustrum`� > > - > > — (5) Stella de Oro Daylily Q Pond Cypresses (3) Furman's Red Salvia 1 \� \%/� > > > > > > > (6) Texas Sage _ (15) Lemon Lemon Lime Nandina •_' > > > > > > > > > > > > (9) Furman's Red Salvia > 1 > �",• > > > > > 3 > > > > > > > > > > > > > > > > > 3 > > I > > > > > > > > > \\ > > > > > > > > > (2) Century Plant > > > > > > > > > > > > '/- N > > > > >I > > > > > > > > > (3) Color Guard Yucca _ - _ ,. ./ > > > > > > > > > > > > > > > > .,=•. p > > - > > > > > > > > > > > > > > APPROXIMATE > > TURF (2) Live Oak > > > > > > OOr `\ ))� / _• > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > LIMITS r'" ., ,<�l ._...�� ' �� '' •� (13) Wine & Roses Weigela- > 9 Furman's Red Salvia O / -/c'7 / !•/ / r / 7 _` (2) Color Guard Yucca r > > > > >- r - > > > a./\k�\ /\ /\ /\ > - \ / > > > > > > > • • > > 1'PossumhawHoll > > > > > > > > > > > > > > > > > > > > > > > > > > > > / / / /, / > (1) Century Plant i r > > > > > > 1 () Y %j > > > > > > > > > > > > > > > > > > > > > > > > > o t > > > > > > > > >: > > > > > > > It t > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > t > > > > > > > > > > > > (3) Mexican Plum 3 Furman's Red Salvia . t > > > > > > > > > > > > \\� (1) Pond Cypress >y>>> > > > > > > 40 — (3) Mexican Plum' > > > (2) Texas Redbud >> o >. > > > > > > > > > > > > > > > > > > > > (1) Shoal Creek Vitex > > > 3 / • > > > > > > > > > > > / > > (1) Texas Redbud 1 > > > > > > > > > > > > o - / (5) Century Plant > (1) Texas Redbud > > > > > - - - > > > > > > > > > > > > > > > > > > > (12) Lemon Lime Nandina - > > > > > > > > > > > > > > > > > > > > > (2) Chinkapin Oak > > > > > > > > > > > > > > > > > > > > > > _ (3) Glossy Abelia •- /-'•/ > (2) Mexican Plum > > > (1) Mondel Pine - -AN > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > (1) American Sweet Gum > > > �> p > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > �i > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > A > •> > i n > > > > > > > > > > >� > > > >\ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > .> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>r>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>> >>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 1 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > '� > 2• > > > >> >: > > �O > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > a > •> - > > > > > i> > > © > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > (2) Red Oak - ' * 0 + * > + > > �0) o > > ° (2) Mexican Plum > > > > - 4 / - > > C4 0 > > o >O> o >° > > > > �. > > > > > > > > > •> ^ > > > > o > > o (1) Texas Redbud > • > > > > > Q > > > > > > \> \ > > > > > > > > o > > > > > CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 X-CUT IN SIDEWALK FND 5/8" IRON PIN X-CUT IN SIDEWALK N - 7034270.26 N - 7033894.59 N - 7033886.89 E - 2389017.22 E - 2388827.38 E - 2389425.19 ELEV. - 642.99 ELEV. - 647.47 ELEV. - 633.37 • > > > > > > > > > > a > a > 3 (1) Mexican Plum > > 'k i I exas Redbud > (1) Mexican Plum -"C.".f > > > > > > > > > > > > > > > > > > > > > > > > \ > > > > > > > > > > > > ;!, > • (1) Possumhaw Holly > o ,� '��' ��✓� > > > > > > > > > 9 > > > > > > > o > > > > �• . > > • (2) Shoal Creek Vitex n > '� > ILLLI��`IJJJI o > s > ' > > ',. 3 > • > r - > > > APPROXIMATE > > > > > > > TURF > > > > LIMITS > > > > > > > > > .> > > > > > > > > > > > > > > > > O > > > o o > > \\ > > O > > > > > > > > 2 Mondel Pine > > > > > > > > • > (1) Texas Redbud > > > > > > > > > (1) Shoal Creek Vitex > > o (1) Shoal Creek Vitex > > > > > > > > > > > > > > > > > > > > > > > > > > > > - > > > > > > RACE LANE W O (060 09 R. 0. ;f/. / on OIt N � r� I`O MO E A&Z&AAAftz M LU& ar A 'I ram• OIMA R &C - - - say Parkhill W H Z W U W 0 a 0 X MARRIAGE o I I CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN I 07/16/2021 Site Plan Submittal # DATE DESCRIPTION ZA21-0031 Landscape Plan - Bufferyards L=6 2 1 3 1 4 5 1 INTERIOR LANDSCAPE AREA REQUIREMENTS 2 3 0 5 X A V 0 REQUIRED LANDSCAPE % OF AREA CANOPY ACCENT GROUND SEASONAL OR AREA IN FRONT TREES TREES SHRUBS COVER COLOR PROVIDED OR SIDE REQUIRED 5,337 SF 75% 21 CANOPY 43 ACCENT 267 SHRUBS 801 SF 107 SF PROVIDED 128,133 SF 86.7% 28* CANOPY 43 ACCENT 267 SHRUBS 1045 SF 140 SF *106 EXISTING TREES, ADDITIONAL & TO BE REVIEWED FOR CREDIT A. THE PROVIDED GROUNDCOVER IS A MIXTURE OF ORNAMENTAL GRASSES, PERENNIALS AND GROUNDCOVERS NOTE: FOR PLANT LEGEND AND QUANTITIES, REFER TO L-8. V i i i O i i y 1 i ♦ i i i i i i i i Oi i (1) Red Oak i i i i 4# •i i i i i i i i i i i i i i i i i - 'g (1) Texas Redbud - i (1) Shoal Creek Vitex - i i . i i i i i i i i .i .0i i i i (2) Live Oak. i i i� ,• i i i- �°: i i > i i i i i a APPRO MA TURF // i i LIMITS i i i i i (2) Texas Redbud i i i i i (1) Shoal Creek Vitex i i i i i -��'fJ • i i - i i i i i • i i i i i i i i i i i i i i i i i i i i i i i i i o i - i P-1 o/�i\��C L LI 0) In M 00 N (A 1W NORTH 0 15' 30' 60' i O i • i i i r-» �� i i U i i i i i • i i CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 X-CUT IN SIDEWALK FND 5/8" IRON PIN X-CUT IN SIDEWALK N - 7034270.26 N - 7033894.59 N - 7033886.89 E - 2389017.22 E - 2388827.38 E - 2389425.19 ELEV. - 642.99 ELEV. - 647.47 ELEV. - 633.37 j i i i i i i /• i i i i i i i i i i i i i i i i i i i APPROXIMATE TURF LIMITS / APPROXIMATE TURF LIMITS i i0 i i i i i + i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i^ i i i i i i i i i i i i i i i i i ^i i a...�..a�.. i i a i a i a i i i i i i i i i i i i a i a i i i i a i a i i i i i-�...9� i i i i i i i i i i i i i i i i i i\ i Z i i i� An i i i i i i i i i ,• i i i i i i i i i i i i i i i i i i i i i i i (A ra i i i i i i i i a i i i i i Ql '..i,\i i i i i i i i ii i i i i i i i i i i i i i i "'A i i i i i i i i i i i i i i i i i i i i i i i i i i i �i i i i i i I i - • i i\\i i i i i i i i i � i i i i i i i i i i i i 'i i i � i i i i i0D i i i i i i i i i i a i i(V i0 / i i •. Z /� i i i i i (Vi / i i / � �'� • - i '—�_i i N i i i i i i i i i i i i i i i i i i \i i i i i i �� -� i i i i i i i i i i i i i i i i (4) Mexican Plum i i i i i i i i i i i i i i i i i i i i i i �� i i i i i i i i i i i i Pond Cypress i i i i i i i i i i i i i i i i i i i i ->-> i i i i i' i i i I r l(;KCI F'15 Park 1'00 �G2ELL CHRI; RI 4� W �Q z THDMAS o �1� N ALICE WHISPERING LN o M ui 0 Lj 0 TUMBLE r = CRIPPLE 6� m L¢ HIGHLAND MESA SOUTHLAKE Pop 7,065 got` e m 1 � Y }� Q o � TE � L Q W � � 2 Q m O O -- w Z Z O [0 w 'I J i i i i i I i • i �/11111\1�\\ a i i i i i i i i i i i i i i i\ i i i i i i i i i i i i i i i i i i i i i i (1) Shoal Creek Vitex i i i i i i i i i i i i i i /(2) Mexican Plumy i (1) Chinkapin Oak i i i i, / i `*i0 i - ra)rel Small Rock Mulc�i - (1) American Sweet Gum . 21 Flirt Nandina \ - ( ) i .(1) Shoal Creek Vitex 1 \\ (58) Ajuga `.., . i / (6) Dwarf Mexican Petunia i i i • •• 0 i i i (91) Pincushion Flower • /\ /\ /\ \'�\$,\_ i i i i i a i i_ �''• �. i i i i i i i i i \i i \�i i i i i i i _. �'i�'i�`i��`;t- "tip,. - i i i i i i i i i i i i i S} i 7 i ic' ; • (1) Red Oak \ / �/ (�i\ i i\ i i i (2) Monce l Pine i i i (16) Twist Leaf Yucca.•. _oo - i i i i i i i i i i i i i i i i\ i ii i i i i - - - •. i i - ._ `�... °•• O } �,-' `-'••`. , • (2) American Sweet Gum' 4; i .- (21) Stella de Oro Daylily.'•.'-'.o�•,•.•0017;.y .(1) Live Oak / (9) Autumn Joy Sedum _ i i i i i i i i i i i i i i i i i i i i �.� i i i i 'Basalt Gravel $mall' , (21) Stella de Oro Daylily, , _ _ _ _ , i i i i i i i i i Rbck Mulchi (1) Shantung Maple i i �\ i i i i i i i i ' 3 •.<<; i i i (1) Allee Lacebark Elm i i i i i i i i �� i i i i i i 2 0 i i (3) Crape Myrtle ••;�' i i i i i i i i i i i i i� i i i\ i i i i i i i i i i i i i i i i (7) Autumn Joy Sedum . i.\ \ \ -j(' .. l i i •• i i i i i i i i i i i i i. i i i i i i i i i i i i i i i i i i i i i i > (2) Allee Lacebark Elm (3) Color Guard Yucca /� `"•'+ - ,OCk - (3) Glossy Abelia ' i (3) Shantung Maple i i i i i i i i C7i i i i i i i i i i a i a i i i i a i i o - o-m`rt' 3 (3) Cedar Elm Flirt Nandina o°o i i i i i i i i i 3w' O (3) Sunshine Ligustrum \ !� •• 2 • i i i i i i i i LO i i i i i 'i i i i i i i i i i i i i i i i i i i i i ,t �>, Basalt Gravel Small Rock Mulch -� i i i i i i i i Cq i i i i ''. 3 (16)Ajuga °� i O i y y y 1 30 Autumn Jo Sedum _ _ ` () Y i i i (36) Dwarf Mexican Petunia - _ i 12 Dwarf Mexican Petunia /\ ' ii () i i i i i i i I�iQi 00� { '' i Basalt Gravel Small Rock Mulch �. i • ' i i - i i i i (� i i (18) Flirt Nandina i O0 . (13) Red Yucca i - o Y i i i i i i i i i i 2 0, Oo :, ♦i i i i i i i i i (15) Twist Leaf Yucca O i Basalt GTaveMSmail Rork Mulch - 0- (63) Pincushion Flower F i i i \ i i i '� N i i i i i i i i i ; ,a., ••. i i / \ 4. i i i i i i i\ i i i i i i i i i i i i i i i i i (6) Silver Mound Artemisia O • i i i i i i i (11) Red Yucca \ i (1) Cedar Elm (127) Ajuga t (1) Possumhaw Holly (1) Cedar Elm''�. i i i i i i0. (75) Stella de Oro Daylily (6) Wine & Roses Weigela (44) Ajuga _ 1 (2) Crape Myrtle - i i i i i i i i _ 3 Basalt Gravel Small Rock Mulch • i` i a i a i i i a i a i i i i i i a i i i i i i ' (1) Color Guard Yucca •• ! i i i i i i i i i i i i i i i i i i i i i i i •• (13) Dwarf Mexican Petunia .g _ _ •� 1 i i i i i i i i • (15) Furman's Red Salviali i i i i i i \i (41) Stella de Oro Daylily (6) Wine & Roses Weigela / + i (13) Autumn Joy Sedum i i i i i i i i i i i i i i i i i i i • -5 Stella de Oro Daylily (2) Century Plant i� ' (1) Red Oak �. \ i i i i i i i i Q i i i i i i i i i i i i i (1) Red Yucca i\ i i i 0i (2) Possumhaw Holly (6) Grey Cotoneaster (26) Ajuga i o o (8) Autumn Joy Sedum _ _ O (7) Autumn Joy Sedum :. O i i i i i i i i i o �3 (6) Red Yucca (23) Autumn Joy Sedum (19) Flirt Nandina i (1) Crape Myrtle \ i i - (77) Ajuga 1 \ li i N d (30) Ajuga (88) Pincushion Flower' r/ • (2) Mexican Plum i i i i i i i (1) Crape Myrtle (6) Flirt Nandina � • �V i i i i e i i i i i i i i i i Basalt Gravel (8) Autumn Joy Sedum - (2) Chinkapin Oak / Small Rock i i i - 00>V) i i i i i i i i i i i i i Mulch (1) Texas Redbud '/ / / i �( - (8) Lemon Lime Nandina /v/v -/v -/v, i •- > _ i i i i i i i i li i i i i i i i TURF APPROXIMATE ,/ f /_ _ {. i • • i i i i i i i i i i i i i i i i i LIMITS ar •• ../ .\ 1 i i i i i i i i i i i i i i - •i�i _ i i Ili i i i i i i i i i i (3) Grey Cotoneaster (54) Pincushion Flower _ -- i _ _ i i i i i i i i i i I (18) Flirt Nandina i d . ` P\ / \ i i ' • (6) Color Guard Yucca (5) Red Oak • i i i i i i i i i i i i i i i i i i (13) Stella•d ro Daylilyi 11 (1)Shantung Maple (18) Stella de Oro Daylily j 1 / (1) Red Oak � (3) Red Yucca •. ,' 1 • i li i i i i i i i i i i i i i i �� ./ • i i i i i i i i i i i i i i i i i - •� i t '1 (40) Autumn Joy Sedum ` j It11 i i i i i i i i i i i i i i i i (191) Lilyturf A (2) Shoal Creek Vitex i i i , (8) Autumn Joy Sedum , i i Ba. alt ` ra mall .oc ulc` (64) Lilyturf `: i i I i % i i i - (53) Stella de Oro Daylily i i T _ 1 •-.'i i i i i i i i i i i i i i i i $ i (11) Twist Leaf Yucca i i Basalt Gravel Small Rock Mulch 1 Live Oak i (17) White Autumn Sage i i i i i iI iiiii i i i i i i i i i i i i i i i i i i / () :(1) Shoal Creek Redbud i - - - - - - ` t (1) Shoal Creek Vitex - (2) Texas Redbud i i i I i i i i i i i i i y i i • \ ` �, li i i i i i i i i i i i (4) Allee Lacebark Elm �•Al. 1 i i i i i i i i i i i i i i i i i i i i i i i i i i i i - - — li • ,i • ,>. i i i(5) Mexican Plum i i / i i i i i • ///!I > i i i i i i •• �� __ `` • �_ i i i i i i i i i i i i i i i i i i i i i i i i i i is i i • > i i /� (1) Shoal Creek Vitex i i i i i i i i i (6) Shoal Creek Vitex • i ` i i `i••,i::: i i i i i i i i i i i i i i i i i i i i i i i i i i i �.:!a.�i • - - ,� i i i i i i i i ;., i i i;'.•�:.. i p l i i i i i i i i � i (� Texas (2) Texu y • i i `� /� i i 1 Redbud as Redbd i (2) Red Oak \ i i i i i i i i i i i i i i i i i i i i i i i (2) Shoal Creek Vitex i i i i i i i i (1) Possumhaw Holly (4) Cedar Elm _ _ i i i i i,',• •` i i i i i i i () i i i i 2 Mexican Plum \ (1) Pond Cypress' I i0 Shoal Creek Vitex ti ' 9i i i i i i i i i i - - • • � �� ` �i i i - - - - - (2) Texas Redbud i•• i i i i - - i (1) Mexican Plum i i i 3 i (1) Live Oak -\ v C i� i i i i i i i i i i i i ti,.✓ i , �0 o „fs i i i G i - ♦ i.-i i O ;(1) American Sweet Gum. i i^J i i i o i � i i o ti..✓ i i• i :•1 i i i i i Q i (2) Possumhaw Holly i i\` i i V) a ii(n i i i - - i ;� i . i i i i ) i i � ,�`� �--°..... i i i i i i i i i i i • j r i \y/ f f_ 1 i o° i i i i i i i i .. •, _0 � i i i i � i e o i �-.•✓ 1ti-.-.✓3 � i i i - i i i i i i i i i i i i i i i V/ i i it O APPROXIMATE \- i o TURF i i i i i i i i 'j�` i i i i i i O ' i i i — L— • _ il' I• ' w n i - v i i i i. i LIMITS i i i i i i i i i i ` i i i i i i ° 3_ i i i i LfJ i i i i i i i i i i i i i i i i i i i i i i i i o O i i � �� i i i i i i i i i i i i ;•.... o i i i i i i i i i i i \� i i i i i i i i i i ---- i i i i i p a -T-- �►� _- i i i i i i i i i----�-- i i i , i i i i i i i i i i i i i i i i i i i i i i i i i �� 0 RACC LANc on i o 80 10 R. 0. 01. / N � T r� M e M 0 1'37Yn aleZ L� s A-GtS� ' Tom' OIIMLR &C - - - .S CY Parkhill W H Z W U W Q a 0 X MARRIAGE o I CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION ZA21-0031 Landscape Plan -Interior Landscape L=7 1 2 3 2 5 Parkhill W H Z W U O x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Landscape Schedule L=8 1 2 3 4 5 1 1 I I I \ D 0 FL27.77 LEGEND ,, /� TC32.71 /% /..-.. \ \ \ \ \ \ \\ \ \ \\ \\ \\ BC32.21 // ♦ \ \ EXISTING 1' CONTOUR BR BOTTOM OF RAMP �// / /, I /'' //♦� ----- - -- --510- - -_ _- EXISTING 5' CONTOUR TR TOP OF RAMP �' I /' 62$ \ \ \ \ \ \ \\ \ \\ \\ \I I 09- PROPOSED 1' CONTOUR BS BOTTOM OF STEP /' BC31.60 // f II I/ rng ♦ \ \ \ \ \ \ \\\ \\\ \\\ \\\ \\ I I I -510� PROPOSED 5CONTOUR TS TOP OF STEP 85.90 PROPOSED SPOT GRADE BW BOTTOM OF WALL \ FL 29.05 \ \ \ \ \ \ I I FIFE FINISHED FLOOR ELEVATION TW TOP OF WALL �g > / // /' \- - \ � TG TOP OF GRADE LP LOW POINT /' / / / / // //ro32 /� \ \ �w�\v� W t� W c� \\ \\ \ I I \ \ \ \ \ \ \\ \\ TI TOP OF INLET HP HIGH POINT /' /' / //%' \ ,' �r33 /, _ -� \ \ \ \\ \ \\ \\ \\ \\ l\ \\ \ \\ \ \ \\ \ \ \\ BC BOTTOM OF CURB MEG MATCH EXISTING GRADE ' N 63 / ��O \�. TC TOP OF CURB Q SSMH MANHOLE I ' / / // /�nJ� --` \ \� ��j V. 10 CURB INLET INVERT OPENING / // / // (p// - \ \UP -��• , \ \ S? G) y C> NOTES Cpj �c / \ \ I • ALL SPOT GRADES ARE TOP OF PAVING GRADES / /' / �p3BW41.110 UNLESS OTHERWISE NOTED. 6+43 \ • CROSS SLOPES OF SIX (6) FOOT WIDE SIDEWALK _- ti 9 ARE NOT TO EXCEED 2.0% (1:50). / i / / /' /'/ / /' /' 0 64 \ \ \ \ \ \ I \ \ \ \ \ \ \ • LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO / // /' /'/' �'/' / 4�� EXCEED5.0% 1:20. �g • TURFGRASS SLOPES ARE NOT TO EXCEED 25% 1:4 . // \ \ \ \ \\ \\/ ��yyy// IIlllVVV / / \ \ \ \ \ \ \ \ \\ / / / / / / i TW45.75 -___ \ \ \ \ \\` -'ti /- \♦ \ \ \ \ I \ \ \ \ \ \ \ \\ 45.35 634 / // // // / ' i TI BW45.00 \ \ \\ \ \ \ \ \\ \ / / / _ \ ` ♦ \ \\ \\ \\ \\ \ \\ \ \\ 1AW / / / / / O45.45 \ \ \ \ - \ \ \ \ \ \ \ \ \ \ • / / / / / - TW 45.75 / / / 45.50 J• / / / / - - BW 38.00 45.50 / / / / 46.0s " -, (;; - - - _ \ \ \ \ \ \ \\ \ \ \ \ \ I / \ \ \ \ \ / / / // �R 35.05 / / 45.90 _ i ✓ �' - � vv v v v / v TG46.00BF (o / 45.70 46.25 rTG45.60 11, / '/ 6J�y� TI44.65 / U V MEG / 1 / / 46.15 / I TR 3s.45 ' 0 V`• Uj BC34070 TR35.55 / // // A�// ' /' // /' 45.0s D \ \\ \ \ \ / l� / O • / /' ' / / / � � / / / `G 46.00 45.15 45.15 \ \ \ \ \ I I I I � / / FINISHED FLOOR 0 45.2o ON ELEVATION � 6� / 646.50 ) (J0 I // TC 45.15 \ / BC 44.65 � BC 45 \ 636 // --4 6) \ / ,/ TC 41.15 / / BW 45.00 / TI 4s.s0 \ ' .15 TC 45.25 \ \ BC 43.00 \ \ \ \ \ I I I \ � TC 45.45-----_ \ \ BC 4315 \ \ \ I \ L \ / \ / 42.10 46.40 TG 46.25 O ' \ BC 44.95 \ \ \ \ / / TC 41.55 / / � \ TR 45.35 TC 45.25 \ � \ I I / BR 44.75 -�� A \ \ TC 40.95 / TC 42.00 / 46.45 TG 46.25 � � \ BR 44.85 TC 4s.15 (9 \ \�� W BC 42.80 \ \ \ \ I I I �- \ \ - - � ' \ BC 40.45 BC 41.50 TS 46.15 BC 44.65 TC 45.35 46.25 \ / 7 TC 4400./61/0 .464.265 45 46463510 .TBCC 44B66.C.50554s35 \ BR 44.845-C345. � TC 46.15 BC 45.50000TR 42.3TC 45.8TR 4525 \ / 642 TR 42.2\ \ T\ C42.20 /- '/- /- / - - - - %R 41.85 A \ - _ Parkhill W H Z W U W Q a 0 x MARRIAGE 2B41 2.4R 11.120 .47.06010 .75' I � II I II BR 42I I.I 7II \T5 TRBR4R444.40.401.010 TR 4sI .55 I 4.54..46.2s BC4620 • TBCC 4465.4955 TW 49.2 .QTR 45.9045.T4R5.45.35 i , \ \\T\\C` \4\ \ 5 ' •• �TB\CC\ \4\44211.05.\.3 000 1I \I \ \\ \ \ \\\ \ \ \ I � � / / / / / / / / / CLIENT BW \ \ 'TC 41.8 /- C4BC XO Marriage g TC BC 42.35 \\\ .I0)T46.50 BC 45.90 TC 44.30 0 \ 41.2 O Grace Lane, Southlake, Tarrant County,TX 76092 BC C 0) / LOT 1 R2, BLOCK ' N% C4.3 BR4425.55 TC43.95 TC 1L00 TR, s60 / GATEWAY CHURCH-114 CAMPUS TBC 43.45 . 95 25 BC 41.45 61 J \ \ \ `I BR 45.40 I 0 4 .0 \ \ � MEG ° I \ V A\ \ \ TC47.00 BR BR45.75 1 II / (1) I A V \ \\ I / PROJECT NO. / I TC 42.05 \ \ TC 40.64 \ - / I` \ \ \ \ \ \ / v 41.55 \ TC 41.70 I W � \ / I / 8555.19 \ \ \ \ \ \ BC 46.50 gR 45.55 TC 46.30 1 \ / I \ r , V i BC 40.14 39.35 L ° - _ / / I I \ \ \ \ \ I TC 46.45 TW 49.5 TR 46.15 BC 45.80 1 I / Co / V-_o I\ \ \ \ \ .1 BC 41.20 \ \ \� (� \ \ I / 640 \ \ -45.95 BW 47.0 / / / , \ \ \ 10 41.10 \ \ \ '\ I I / / KEY PLAN / TC 42.60 \ TC 41.70 / \ TR 40.64 - - - _ - _ / _I / I I _ _ TC 46.45 \ / / \ TC 42.25 I _ _ / '\ y \ \ \ \ TC 46.65 BC 46.45 BC 42.10 1� \ BC 41.75 \\ BC 41.20 _ 40.65 / I \ \ _ BC 46.65 TR 46.95 TC 47.05 40./ TC 42.95 \ \\ \\ \ \\ \ �► \ \ \ \ \\ \ I / /' I \ - 3R 46.55 TR 46.80 TR 46.25 85 - - _ \ / A� �✓� 40.75 - - - - _ TC 40.70 (Q / I I \ ` TC 46.80 / ,C1\ \ \ \ - 40.7 - - _ _ o BC 40.20 (\I I \ to BR 46.30 TC 41 05J N \ i BC 46610 \ \\ �\ \\ \\ \ BC 40.55 CO / CV) I I V I\i A v Tc aa.00 A A X �� - - ' - - BC 41.05 / / I TC 47.00 MEG - ♦ a _ o ° TR 47.00 BR 46.50 I TC 40.24 e - - _ _ \ \ TC 43.65 - - I / ^ / TR 46.70 TC 46.25 ---' BC 45.75 \ \ \ \ \ \ � BC 40.24 \ ` \ ✓ \ \------------ TC 41.35 / / TC 41.90 \ \ % \ \ \ \ \ \ \ \ \ \ I / 642 ° - - oeC 40.85 BC 41.35 �' BC 41.40 / \ ' ^f TC 46.05 \\ \ :\ \ \ \ TC 41.85 4s.9s \ e \ \ \ \ \ \ \ \ 1 \ \ \ B4._ �G1 \ \ TC 43.65 C 315 _\1 \ \ / TC 46.50 \ V' \ BC 43.30 \ v-\ ` o / BC 46.00 TC 46.40 \ BC 45.90 \ S \ I 17 TC 43 90 \ \ \ \\ % �o \\\ \\ o � J \ \\ \ \ \ I II / o ° TC 47.20 BC 46.7070 TC TC47.25 64 \� \ \\ \ \\ \\\ \ I I I I o c o g - / BR 46.35 BC 46.75 TC 47.05 v \ \ \ \ \ I I I p- \ TC46.75 TC46.95 TR46.95 BR46.45 e o MEG - \ TC 46.43 ° Y \ MEG 46.10 �`� � � o ' �1� - BC 45.93 MEG 46.18 TC 46.77 A - _\ v A i BC 46.27 A - I I I II I II MEG II TC 45.90 45.40 / TC 45.94 I / BC 45.44 II ® a \ \-_ ° ---- I TR4s.84 \ GRACE LANE \\\\ \\\ - _ , \ \ \ �-��--'� � _-� / � MEG TC45.84 \ \ BR 45.34 NORTH `'%` - � 0 15' 30' 60' \ \ X. CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 X-CUT IN SIDEWALK FND 5/8" IRON PIN X-CUT IN SIDEWALK N - 7034270.26 N - 7033894.59 N - 7033886.89 E - 2389017.22 E - 2388827.38 E - 2389425.19 ELEV. - 642.99 ELEV. - 647.47 ELEV. - 633.37 1.373E films ST - - - / C4M%U AV A49 , ,w Two r Licr»�---__ - ZA21-0031 scy 07/16/2021 Site Plan Submittal # DA7 -' DESCRIPTION Grading Plan L=9 2 3 4 1 5 1 2 3 El 5 3w IV 0 7'-9" FABRICATED ALUMINUM CABINET, POWDER COATED, WITH 1" THK. BRUSHED ALUMINUM BLOCK LETTERING MOUNTED TO FACE FABRICATED BRUSHED ALUMINUM CABINET WITH 1" THK. ALUMINUM BLOCK LETTERING, POWDER COATED BLACK, MOUNTED TO FACE 2" THK. CHARCOAL BLUE LUEDERS STONE VENEER ON CMU BASE CONCRETE BASE LETTERING, TYP. BOTH SIDES J -V FABRICATED BRUSHED ALUMINUM CABINET WITH 1" THK. ALUMINUM BLOCK LETTERING, POWDER COATED BLACK, MOUNTED TO FACE X014" LETTERING 2'-6" 3" LETTERING MARRIAGE FABRICATED ALUMINUM CABINET, POWDER COATED, WITH 1" THK. BRUSHED ALUMINUM BLOCK ADDRESS, LETTERING MOUNTED TO FACE 3'-8" 3" LETTERING i� 2" THK. CHARCOAL BLUE LUEDERS STONE VENEER ON N CMU BASE N CONCRETE BASE ow (owQ m � Z. 75 ELEVATION U XO ENTRY MONUMENT SIGN SECTION B-B *---. 1 4 f d °[ I SECTION A -A 2" THK. CHARCOAL BLUE LUEDERS STONE VENEER ON CMU BASE #5 BARS @ 16" OC, FILL CELLS W/CONC FULL HT OF WALL FABRICATED ALUMINUM CABINET, POWDER COATED, WITH 1" THK. BRUSHED ALUMINUM BLOCK LETTERING MOUNTED TO FACE FABRICATED BRUSHED ALUMINUM CABINET WITH 1" THK. ALUMINUM BLOCK LETTERING, POWDER COATED BLACK, MOUNTED TO FACE 14" LETTERING 3" LETTERING FABRICATED ALUMINUM CABINET, POWDER COATED, WITH 1" THK. BRUSHED ALUMINUM BLOCK LETTERING MOUNTED TO FACE 3" LETTERING 2" THK. CHARCOAL BLUE LUEDERS STONE VENEER ON CMU BASE #5 BARS @ 16" OC FULL HT OF WALL, HOOK END @ BOTTOM OF FOOTING - V-3", TYP KERF CUT W/ STAINLESS STEEL STONE ANCHOR, TYP 1"X 1" CHAMFER CUT ON CORNERS #4@18"OCEW #5 @ 9" OC EW W/STD 90- HOOK AT ENDS CONCRETE BASE 1 /2"=1 '-0" ENTRY—XO CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 X-CUT IN SIDEWALK FIND 5/8" IRON PIN X-CUT IN SIDEWALK N - 7034270.26 N - 7033894.59 N - 7033886.89 E - 2389017.22 E - 2388827.38 E - 2389425.19 ELEV. - 642.99 ELEV. - 647.47 ELEV. - 633.37 :., KEY NOTES AS INDICATED BY: 00 1. XO MARRIAGE SIGN 2. 8' TALL DUMPSTER ENCLOSURE Parkhill W H Z W U W Q a 0 x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1 R2, BLOCK 1, GATEWAY CHURCH-1 14 CAMPUS PROJECT NO. 8555.19 -.EY PLAN 07/16/2021 Site Plan Submittal 0 # DA7 DESCRIPTION Fencing/ Entry Feature r7 Plan 1 ----------_ GRACE LANE �0/1-0 rN .. .--- — � — 2 1 3 0 5 ZA21-0031 I L= 10 1 2 1 3 El 5 x A 0 D9 /LD502 _ 80 NOTES: FOR SPOT GRADES SEE GRADING PLAN DUMPSTER ENCLOSURE - PLAN VIEW 3/8"=1 '-0" IARCOAL BLUE LUEDERS 1/IESTONE BLOCK VENEER /CAST STONE CAP. ABOVE, :F DETS. THIS SHEET )OTPRINT OF DUMPSTER O BE SUPPLIED BY OWNER) �4 BAR FILL HT OF WALL _L CELL W/CONC. ALL )RNERS (TYP) EXTEND :INF. DOWN INTO GRADE :AM W/ STUD. 90? HOOKS iICKENED GRADE BEAM @ )ST PER DETAIL A4/LD502 DMP_ENC_PLAN DUMPSTER ELEVATION SCALE: 3/8" = 1'-0" 2" x 2" x 3/16" ST'L. TUBE FRAME, (TYP.) PLATE @ ALL CORNERS ALONG EXT. FRAME, (TYP.) 1 /4" x 6" x 6" GATE KEEPER PER DET. B4/LD502 r � O GRADING PLANS FASTEN 24 GAUGE GALV. SHEET METAL TO 2" TUBE STEEL WITH #3 METAL SCREWS @ 12" O.C. OR EQUAL (TYP.) r � O 6'-1 " 6'-1 " 1/2" 24 GAUGE SHEET METAL DUMPSTER GATES SCALE: 3/8" = 1'-0" rl(:KCI Ff, Park CHz �Q� z THOMAS o ALICE'0 1 WHISPERING LN o / J 'Dove -.../ W F. / 0 TUMPLEO r = CRIPPLE 6� m ¢ HIGHLAND MESA �OOO SOUTHLAKE Pop 7,065 el r WILDWOOD o Y _ O�P�aQ'.� Ma m LAp � 1 Y r 0 O N z O )z SST E 0�� Q a = Ld � m Q m U 0, PER DET. D4/LD502 DMP_ELEV 6 x 6 x 3/8" ST'L. TUBE Q POST. CAP. (TYP.) _5 CUT STONE CAP GATE HINGE PER DET. D5/LD502 W 3" GATE LATCH PER DET. C5/LD502 CHARCOAL BLUE LUEDERS LIMESTONE BLOCK VENEER IN ASHLAR PATTERN. TO BE VERIFIED BY LANDSCAPE ARCHITECT/OWNER @ MOCK-UP. NOTE: ' GATES, POSTS AND ACCESSORIES ARE TO BE POWDER COATED DARK GREY, NOT PAINTED IN THE FIELD. (COLOR TO BE SELECTED BY ARCH.) O1 1" x 1" ST'L ROD O2 2" x 2" x 1 /8" ST'L TUBE SECTION A -A RN FASTEN 24 GAUGE SHEET METAL TO 2" TUBE STEEL WITH #3 METAL SCREWS @ 12" O.C. OR EQUAL (TYP.) NOTE: RE: GENERAL NOTES FOR RAILINGS ON SHEET--/LD5-- DMP_GATE ZA21-0031 Parkhill W H Z W U W 0 a 0 x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Dumpster Enclosure L=1 I 1 2 3 0 5 �I I Y GENERAL NOTES A. THIS FACADE PLAN IS FOR CONCEPTUAL PURPOSES ONLY. ALL BUILDING PLANS REQUIRE REVIEW AND APPROVAL BY DEVELOPMENT SERVICES. 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 APPROVAL BY DEVELOPMENT SERVICES. E. AN ONSITE MOCKUP OF THE BUILDING MATERIALS TO BE USED ON THE STRUCTURE SHALL BE INSTALLED AND REVIEWED BY THE PLANNING DIVISION. MATERIALS SHALL NOT BE PLACED ON THE STRUCTURE UNTIL A GREEN TAG IS RECEIVED BY THE PLANNING DIVISION. F. AN APPROVED FACADE PLAN SHALL BE POSTED ONSITE AT ALL TIMES. G. ROOF ACCESS SHALL BE PROVIDED INTERNALLY, UNLESS OTHERWISE PERMITTED BY THE CHIEF BUILDING OFFICIAL. ►� 160'-0" NORTH ELEVATION 164' - 10 1 /4" z O 00 Q co > O Lu J uJ O C/) Q ILL! SOUTH ELEVATION (4,% boo, 0 8' 16' 32' THIRD FLOOR PLAN NORTH 160' - 0" NORTH ELEVATION \ � STAIR # MEETING MEETING MEETING OFFICE itOFFICE 132 SF 132 SF WORK/RM IMENSRR WAITING O I— CORRIDOR O > '0MECH. <,<sF Lu o LO Lu 12 sF E7 DF OPEN OFFICE LuLu RRIDOR B35F STAIR OFFICE OFFICE OFFICE OFFICE CORRIDOR BREAKROOM PREFLINCTION 466 SF RECEPTION OFFICE OFFICE OFFICE ,NSF LOBBY „aF F ,�aF a 5F CORRIDOR 'o OFFICE Y il, SEATING OFFICE OFFICE BREAK OFFICE 05F z SF -0000 Q M > O Lu Lu ADMIN Lu U) OFFICE WAITING „SSE W CONFERENCE 114 SF Fil LJ F.-I 164' - 10 1 /4" EXEC OFFICE 615E RR 4 EXEC OFFICE SOUTH ELEVATION (4,% boo, 0 8' 16' 32' SECOND FLOOR PLAN NORTH 160'-0" NORTH ELEVATION F l I z O Q o > F Lu J (0Lu U) Lu 162' - 5 3/8" SOUTH ELEVATION z O 00 Q > 00 LLI ' LLJ co cf) Lu (44 boo, 0 8' 16' 32' FIRST FLOOR PLAN NORTH BIRD'S EYE VIEW PROPOSED BACKLIT SIGNA STUCCO ACM PANEL WI DRY JT. or PROF SIGN, STUC 0 ACMI JT. T) LOW TINTE VISIO ACMI CLEA G LAS 0 8' 16' 32' EAST ELEVATION SOUTHEAST PERSPECTIVE �o a TILT -UP PANEL 0 JOINT — PROPOSED BACKLITSIGNAGE TOR OL PROPOSED BACKLIT 145' - 0" SIGNAGE — METALPARAPETCAP ® — STUCCO F] I-] TILT -UP CONCRETE WALL PTD. FORM LINER REVEAL SAND FINISH ACM PANEL- TYP. 0 - - O a 0 r LOW E-COATED, N N TINTED INSULATED 0 VISION GLASS v ACM CLAD CANOPY ACM CLAD CANOPY LOW-E CLEAR TEMPERED GLASS AT VESTIBULE 1 T FF EL 100'-0" 0 8' 16' 32' WEST ELEVATION EXTERIOR MATERIAL LEGEND TILT -UP CONCRETE WALL PTD. SAND FINISH CLEAR TEMPERED GLASS TILT -UP PANEL p PROPOSED BACKLIT SIGNAGE JOINT '0 TILT -UP CONCRETE WALL PTD. iE I SAND FINISH EXTRUDED ALUMINUM FRAME - SILVER CLEAR ANODIZED TYP. TOR �uaQQoac�� ` a 0 ACM PANEL-TYP. LOW E-COATED, TINTED v INSULATED VISION GLASS W 0 a 0 FORM LINER REVEAL LOW E-COATED, TINTED INSULATED VISION GLASS 1ST F EL 10 '-0" — CLEAR TEMPERED GLASS 0 8' 16' 32' NORTH ELEVATION - 0 8' 16' 32' SOUTH ELEVATION 00019 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 MATERIAL PERCENTAGES PER ELEVATION SF % EAST ELEVATION A. Concrete Tilt Wall 1937.0 68% B. Stucco 570.0 20% C. Metal Panel 331.0 12% Subtotal = 2838.0 Alum. SF Glazing 716.0 Total = 3554.0 10096 SF % SOUTH ELEVATION A. Concrete Tilt Wall 2820.0 49% B. Stucco 2117.0 37% C. Metal Panel 804.0 14% Subtotal = S741.0 Alum. SF Glazing 2628.0 Total = 83690 I010% SF % WEST ELEVATION A. Concrete Tilt Wall 2930.0 91% B. Stucco 144.0 S% C. Metal Panel 148.0 S% Subtotal= 3122.0 Alum. SF Glazing 355.0 Total = 3477.0 100% SF % NORTH ELEVATION A. Concrete Tilt Wa.l 6292.0 92% B. Stucco 134.0 2% C. Metal Panel 387.0 6% Subtotal = 6813.0 Alum. SF Glazing 1358.0 Total 8171.0 100% Parkhill W H Z W U W Q Q 0 MARRIAGE CLIENT XO MARRIAGE LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN CASE N O . ZA21-0031 3 07/15/2021 DRC Review Submittal 2 05/17/2021 DRC Review Submittal 1 04/26/2021 DRC Review Submittal - 03/29/2021 DRC Review Submittal # DATE DESCRIPTION Articulation Analysis Aml Parkhill.com 0 Lu Q z H O Q J a Q Q LU ry Q Lu C� Q Z_ Q ry Parkhill THIS DOCUMENT IS RELEASED ON JULY 16, 2021 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LARRY D. STONE, P.E., TEXAS LICENSE #42252. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SMITH & COOPER, INC. F-560 W H Z W U O x :K MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Drainage Area Map C=1 N U w 75 Q z O Q J Parkhill THIS DOCUMENT IS RELEASED ON JULY 16, 2021 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LARRY D. STONE, P.E., TEXAS LICENSE #42252. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SMITH & COOPER, INC. F-560 W H Z W U O x :K MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Detention Plan C=2 co U ry Lu1 U) E co N O O N O N O O 7 (v I,L L.L r) W � z ry�/ LL U Lu Q z O Q J O a Parkhill THIS DOCUMENT IS RELEASED ON JULY 16, 2021 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LARRY D. STONE, P.E., TEXAS LICENSE #42252. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SMITH & COOPER, INC. F-560 W H Z W U O x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Overall Storm Drain Layout C=3 70 M U Lu Z) E M 0 0 N O N 0 C (0 U- w z ry a_ U ui 73 Q z O Q J Parkhill THIS DOCUMENT IS RELEASED ON JULY 16, 2021 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LARRY D. STONE, P.E., TEXAS LICENSE #42252. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SMITH & COOPER, INC. F-560 W H Z W U O x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Sanitary Sewer Layout C=4 1 2 I 3 I 4 I 5 STA 0+00 - LINE S1 CONNECT TO EXISTING SANITAR 650 SEWER MANHOLE Tr TOP ELEV. = 644.5 (VERIFY) FL EX 8" IN (N) = 630.60 (VERIFY) FL EX 8" IN (W) = 636.93 (VERIFY) FL EX 8" OUT = 630.50 (VERIFY) FL PROP 8" IN630.60 -- D Ij 645 C In U w U) Z) E 12 a0 N N CD N 0 a3 a� 0 w z_ ry a- U B Q z 0 Q J 630 625 620 �o 4 STA 5+05 LINE S1 FURNISH & INSTALL: 1 - STD 4' DIA. SANITARY SEWER MANHOLE No. 2 TOP ELEV = 644.3 (MATCH FINISHED GRADE) FL 8" = 634.23 645 U) PROPOSED GRADE LU @ rL PIPE Z J o -_ LO + 640 EXISTING GRADE -- @ PIPE Cn LU 635 U Q 2 55 LF N 8" PVC 630 SANI TAR Y SEWER ON 1. 50Z 625 M■■■ ■■■ ■ ■ ■L■ I J59 LF N 8' PVC SANITARY SEWER ON N STA 5+39 - LINE S1 = STA 0+00 - LINE S2 FURNISH & INSTALL: 1 - 8"x4"-600 WYE - FL 8" = 635.25 - FL 4" = 635.42 1 1 _ - STA 5+75 - LINC S1 It 12" SD = 640.66 O It 8" SS = 636.33 I I I I I I I� o 0 PVC SS ON J. 00% I 132 LF N 8 STA 5+89 - LINE S1 FURNISH & INSTALL: 1 -8"x4"TEE FL 8" = 636.75 E I'L4L-i636.92 LN I I ---------------- CHANNEL i--�� CROSSING SS=631.62HANNEL = 635.0 N STA 6+37 LINE S1 ' FURNISH & INSTALL: 1 - STD 4' DIA. SANITARY SEWER MANHOLE No. 3 - TOP ELEV. = 646.0 (MATCH _ FINISHED GRADE) -- _ FL 8" OUT (S) = 638.19 FL 4" Iry (E/W) = 638.52 STA 6+95 - Ll 640.26 " PVC SS ON 3.00q �- p 58LFN 4 CONCRETE ENCASE 60 - SANITARY SEWER UNDER CHANNEL ' J I A UtUU - L1Nr- JL 650 = STA 5+39 - LINE S1 FL 8" = 635.25 FL 4" = 635.42 645 625 �o LQ7a W ZW 0+00 N II SCALE: STA 3+59 - LINE S1 VERT.- 1"=4' i FURNISH & INSTALL: HOR.: 1"=20' I I I I 1 - STD 4' DIA. SANITARY S WEIR 650 MANHOLE No. 1 - TOP ELEV. = 642.60 (MATCH _ FINISHED GRADE) FL 8" = 632.04 645 PROPOSED GRADE v- @ rL PIPE _�- -�� I••U z U 640 + Q i U) z 635 g" PVC SANITARY SEWER ON 1.50q J 91 L = Q 630 PROPOSED GRADE @ PIPE I STA 1+02 - LINE S2 1 - 4"-600 WYE it4"=637.54 N EXISTING GRADE @ rL PIFE ,__j Pickering yy / FF 66 Park ��\�GDELL b CHRIS WARW �QF z THOMAS o w oNEWCA`. x ALICEC 1 z z a t J WHISPERING LN NW o c� paV9 -- o MANCHEST � I w 'JM TELE o CRIPPLE m ¢ HIGHLAND MESA °OO SOUTH LAKE J Pop 7,065 - r DWOOD WILG� �m RAINTREF a� LPR GREENBOI in �t� �o N ROLLIN Gj 0 m rt ITQf E M U m L D / o / m w m SOU��AkI STA 2+03 - LINE 1 - 4"-450 WYE It 4" = 639.64 STA0+48 - LINE S2-------------- 112" SD = 640.20 It 4" SS = 636.42 i O STA 1+51 - LINE S2 ---- STA 0+88 •- LINE S2=1-- -_ It 12" SD = 641.64 ---- It 12" SD = 640.57 1 4" SS = 638.56 It 4" SS = 637.25 LF N 4" PVC SANITARY SEWER ON 2.08 0 222 I I I I I I I I I I I I I I L/NE 4 5 I A 2+22 - L it 4" = 640.04 650 Parkhill THIS DOCUMENT IS RELEASED ON JULY 16, 2021 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LARRY D. STONE, P.E., TEXAS LICENSE #42252. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SMITH & COOPER, INC. F-560 W H Z W V W Q a 0 x :K MARRIAGE CLIENT 645 XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 640 8555.19 KEY PLAN 635 625 0711612021 Site Plan Submittal # DATE DESCRIPTION 1-0031 Sanitary Sewer Profile CM5 V 3 I 4 I 5 x A U _ iY w U) D E O M N 0 N CA O co u- 0 w z B z a T U 6i Q z H O Q J STA 0+00 - LINE W1 REMOVE PLUG AND CONNECT TO EXISTING 12" WATER LINE (VERIFY LOCATION AND ELEVATION) EXISTING 12" WATER LINE 1 I 2 /// / i STA 4+04 - LINE W1 = STA 0+00 - LINE W2 INSTALL: 1 - 12"x8" TEE 1 - 8" GATE VALVE 1 - 12" GATE VALVE O1 - 12" PLUG Zzl x1x 113LF-12"PVC WATER LINE Jv O STA 0+53 - LINE W2 STORM DRAIN O CROSSING �TOP 8"WL=631.54 I 3 I 4 I 5 Q \ L �� % / / e QROQ ' \ r/- EXISTING 70' \ PROPOSED 15 / _ \. ' DRAINAGE \ / WATER LINE / / cJ��G • \\\�� N \ EASEMENT \ EASEMENT \ 152 LF — 8" PVC % / / FINISHED FLOOR QFLOQ'�O(91,p� \\ \ \ WATER LINE ELEVATION C I I X/ w 646.50 D �l I Sq 23LF-6 PVC WL NSF\ I EXCERPT A ' FR 1 - 6"-450 BEND 1 - 6"-11 %40 BEND ��— �� \ 0) \ A/ 1 0 O % Q STA 2+91 - LINE W1 FL 18" SD = 633.54 \ \ I •/\ I � COS \ 1 - 12"-11 %4° BEND M , LINE W1 -� / (-0 117LF-12"PVC WATER LINE ° STA 1+74 - LINE W1 INSTALL: 112'x8" TEE 1 - 12" GATE VALVE 1 - 8" GATE VALVE 32LF-6 PVC WL � 1 6 45 BEND 642 -- 1 11 LF - 6" PVC WL / 1 �\ � 0 REMOTE 6 • �\ \ ��- his 1 � • ` .. 1 \ FDC 20 LF - 8" PVC WL � � o X _ �\ \ \\ 1 rn . � I W _ 0 1 I I >> c \ 0) W2 LINE W2 49LF8" \0) woo Y W 97 LF - 8" PVC WATER LINE PVC WL • \ 67 LF - 8" PVC \ • �• �pd` j\ ` STA 2+49 - LINE W21 STA 2+98 - LINE W2 \ WATER LINE a 1 - 8"x6" TEE 1 8"-450 BEND \ \\ \ • • I \gyp \ 1 - 6" GATE VALVE 18 LF - 6 PVC WATER LINE \ cS \ STA 3+85 - LINE W2 1 STD FIREHYDRANT �0 \ 1 - 8"-450 BEND CO CO _ I N • I /1 -_,I a STA 3+18 - LINE W2 I 96 LF - 8" PVC 4 1 2" TAP I I WATER LINE \ w \ \ 1 - 2" GATE VALVE 1 — — ---- 6' / 9 LF - 2" HDPE WATER LINE �R6,I Q 12—Ate' \ u \ 1 - 2" PLUG ! I \ NOTE FOR FUTURE FOUNTAIN: I - PROPOSED 15' 1 - 2" BACKFLOW PREVENTER TO I I J WATER LINE \ �° ° ° BE INSTALLED AT THIS LOCATION I EASEMENT / w �� ° \\ 174LF-12"PVC `� / _ _ M o. �— M PROPERTY LIN � \ WATER LINE \ \ / M o E M \ M f SAS \ RACE LA STA 4+81 - LINE W2 M NE 1 - 8"x8" TAPPING (80RO EXISTING 8 W) SLEEVE & VALVE WATER LINE 1 8" GATE VALVE 1\ 1 \ 6 LF 1" PVC WL �� 1 NOTE: \ 1 - 1 -90°BEND — \ 1 WATER MAINS TO HAVE AMINIMUM 1 LF - 1" PVC WL PROPOSED 15' WATER �\ 1 \ 1 - 1"x2.5" INCREASER / LINE EASEMENT OF 42" COVER TO TOP OF PIPE. 1 - 2.5"x2.5" TEE Z \ / 8 LF - 2.5" HDPE WL / 0 15' 30' 60' i 1 - 2.5"-22 20 BEND \ 1 - 2.5"-450 BEND STUB OUT 3 LF - 2.5" 1 / HDPE WATER LINE FOR 1 25 LF 2.5" HDPE WL CONNECTION BY MEP - 1 U 1 1 1 N — 91 SY PAVEMENT REPAIR EXTEND EXISTING 8" ° WATER LINE 50 LF TO PROP 12" LINE W1 \ 642 43 STA 1+52 - LINE 1 - 8"-450 BEND i I N - �1- O 4 - 1 24 LF - 6" PVC 1 WATER LINE 1 - 6"-22 20 BEND STUB OUT 3LF-6" 1 6"45° BEND PVC WATER LINE FOR 1 STA 1+00 -LINE W2 14 LF - 6" CONNECTION BY MEP PVC WL — — — —� 1 1 - 8" GATE VALVE \ 1 1 - 8"x 1 "TEE 1 - 1" METER & BOX PROPOSED 15' WATER � 1 1 STA 1+02 - LINE W2 LINE EASEMENT 1 - 8"x2" TEE \ \ 1 1 - 2" METER & BOX 1 6LF-2"PVC WL 1 STA 1+05 - LINE W2 1- 2"-900 BEND 1 1 - 8"x6" TEE 1 LF - 2 PVC WL 1 1- 6" GATE VALVE 1- 2"x2.5" INCREASER 1 1 \ STA 1+08 - LINE W2 1 - 8"x2.5" TEE \ \ 2 LF - 2.5" IRR. LINE \ \ 1 SEE SHEET IRR100 \ FOR CONTINUATION \ \m M M M M M op z EXCERPT A i z DER sy o � q Pickering 14 t Park GAO ��DELL b CHRIS WARWI o� Z THOMAS o oNEWCA`. ALICE Z ` \ WHISPERING LN Dove N o cai MAN CHEST w O, �� o0 = o Ti1MELE �F, � �F� } = CRIPPLE n a HIGHLAND MESA °OO SOUTHLAKE v� Pop 7,065 dC` WILDWOOD 0 Y \G�PG� lA�r m RAINTREF L a U Y r GREENBOL ROJE , �F� in ROLLIN( `' o U) 3: Of m ITE m� aOf U m _ W D \ j N4gKt LEGEND — —509— — EXISTING V CONTOUR — —510— _ EXISTING 5' CONTOUR 509 PROPOSED1'CONTOUR —510, PROPOSED 5' CONTOUR -- PROPERTY LINE FFE FINISHED FLOOR ELEVATION EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL TEXAS 811, 1-800-344-8377. CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 X-CUT IN SIDEWALK FND 5/8" IRON PIN X-CUT IN SIDEWALK N - 7034270.26 N - 7033894.59 N - 7033886.89 E - 2389017.22 E - 2388827.38 E - 2389425.19 ELEV. - 642.99 ELEV. - 647.47 E 3 7 Parkhill THIS DOCUMENT IS RELEASED ON JULY 16, 2021 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LARRY D. STONE, P.E., TEXAS LICENSE #42252. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SMITH & COOPER, INC. F-560 W H Z W U W 0 a 0 x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Water Layout C=6 3 1 4 C _ U IY W C0 E CD co 0 N N d7 O a LL 0 W H z_ ry n r` U W Q z o B Q J EX. CONC. PVMT. REMOVE EXISTING HOT MIX ASPHALT 82 SY INSTALL: - 72 LF 6" MONO. CURB - 7.7 SY 8" CONC. PVMT. N �r 0 U 0+00 �- INSTALL: EX. CONC. 777 - 84 LF 6" MONO. CURB PVMT. - - 11.3 SY 8" CONC. PVMT. o 0 / f BEGIN CONSTRUCTION - STA 0+00 E. KIRKWOOD BOULEVARD @ Ck MATCH EXISTING PVMT RELOCATE EX. BARRICADE >� J m m ry n U 645 °00 Y Z) C� Y z CN U) Ujco z co ) 0C)Uj> 640 (DQ�w W�QU mco2in 635 630 625 'I A 620 I N Zs ol� 0�00 la m - - CR STA 0+27.86 TOP RT CURB ELEV 635.01 BR STA 0+48.73 OFF. RT 21.44' ELEV 634.95 CR STA 0+45.38 OFF. RT 65.03' ELEV 638.45 -1.10% KIRKWOOD BOULEVARD 1+00 (1001 ROW) 13' MEDIAN 1 25' -BC-BC 2+00 C1 4 5 HOT MIX ASPHALT CONTROL PTS CONTROL POINT 1: - END CURB r hi'll N: 7033889.44 / - E:2389342.97 Pa k I \ CONTROL POINT 2: //// �• N:7033852.81 E:2389423.20 CONTROL POINT 3: THIS DOCUMENT IS RELEASED ON JULY 16, REMOVE 59 LF / 2021 FOR THE PURPOSE OF INTERIM 6" MONO CURB N: 7033821.08 REVIEW UNDER THE AUTHORITY OF LARRY 1k� J E: 2389472.62 D. STONE, P.E., TEXAS LICENSE #42252. IT CONTROL POINT 4: - RESUME CURB IS NOT TO BE USED FOR REGULATORY N: 7033839.52 APPROVAL, CONSTRUCTION, BIDDING OR E: 2389410.17 PERMIT PURPOSES. G3 PARKHILL SMITH & COOPER, INC. F-560 INSTALL 145.2 SY O 3 - 6" TY B BASE PRC: 0+94.79 2" TY D SURFACE COURSE HMAC UTUREWolff, MIX-1111 / 4 ROADWAY G`L 0 20' 40' 0+00 - 3+00 - ALIGNMENT LINE & CURVE DATA O / o- / W CHORD "L1" O ELOCATED LENGTH CORD : 44.20 O -I- \ BARRICADE BEARING : S40° 46' 29.50" O CURVE "C1" \ f STA 2+73.35 ------- TOP RT CURB _ VARIES - _ ELEV 632.10 R.O.W. I BEGIN TRANSITION I I R STA 0+89.25 R STA 1 +09.77 ALIGNMENT STA 2+88.33 OFF. RT 21.34' TOP RT CURB @ E. KIRKWOOD REMOVE 18" RCP PLUG I ELEV 634.45 ELEV 634.12 STA 2+65.57 INSTALL: OFF. LT 6.00' CITY STD 15' RECESSED I I CURB INLET ELEV 632.57 R STA 0+80.85 _ It 18" RCP = 628.47 I OFF. RT 41.42' ELEV 636.23 KIRKWOOD BOULEVARD PLAN PROFILE GRADE @ TOP RT CURB EAST BOUND LANE I NATURAL GROUND I I @ 12.5' RT SIN I I I I �I�Mo 1 �00 21 , I O O' Ln N CO +co Q W c~i) w NATURAL GROUND @ cL KIRKWOOD KIRKWOOD BOULEVARD 2�00 STA 2+88.33 LOW POINT ELEV 632.58 PROFILE " 3+00 1 I 2 I 3 VC = 220' K : 68 I _I VPI STA 3+25.00 VPI ELEV 631.77 I ' ) ' 21 ND CONSTRUCTION LENGTH CORD: 324.70' RADIUS : 1,156.50' STA 3+70.00 E. KIRKWOOD TANGENT : 163.98' STA 3+05.88 BOULEVARD @ CL A: 16.14' TOP RT CURB INSTALL: BEARING : S48° 23' 40.87" ELEV 632.71 24 LF STREET HEADER TRANSITION CURVE DATA @ END OF PAVEMENT CURVE "C2" CURVE "C3" \ LENGTH CURVE: 94.77' LENGTH CURVE: 60.98' RADIUS : 200' RADIUS : 200' I \ \ TANGENT: 48.29' TANGENT: 30.73' A: 27.15' A: 17.47' BEARING : S64° 52' 22.32"E BEARING : S69° 42' 52.54"E SCALE: VERT.: 1 "=4' HOR.: 1 "=20' 1645 rn + � I- < J 640 U) W �» - FUTURE PROPOSED GRADE @ TOP RT CURB - _ , 635 END CONSTRUCTION STA 3+70.00 1630 E. KIRKWOOD BOULVARD ELEV 633.09 rn 4+00 4 EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL TEXAS 811, 1-800-344-8377. CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 X-CUT IN SIDEWALK FIND 5/8" IRON PIN X-CUT IN SIDEWALK N - 7034270.26 N - 7033894.59 N - 7033886.89 E - 2389017.22 E - 2388827.38 E - 2389425.19 ELEV. - 642.99 ELEV. - 647.47 ELEV. - 633.37 Dave UTHLAKE `Pop 7,065 1 -� m� SITE"�z 5 {�Pickerinc t Park b CHRIS I WARWI z TH MAS o of NEWCA`, ALI_ Z : t yy o a i J A HEST] TML OFF C�c CRIPPLF�� \/ MESA J RAINTRE m x o GREENBOI a N ROLLINi W H Z W V W Q a 0 x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1 R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DAT DESCRIPTION Paving Plan -Profile Kirkwood Blvd. ZA21-0031 C=7 co U w E co rn N O N O 7 co L LL Lu I— Z of n U bi 75 a z H O Q J Z Q J Z H U) 0 O >O Y Y U C0 Lu Lu U) U ry 0 I M O J_ U 0 I Ln O 0 0 I 0 z U V7 0 I 0 rn LO Ln Ln 00 0 N X Li Q Z Lu J_ LL Parkhill THIS DOCUMENT IS RELEASED ON JULY 16, 2021 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LARRY D. STONE, P.E., TEXAS LICENSE #42252. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SMITH & COOPER, INC. F-560 W H Z W U 0 x MARRIAGE CLIENT XO Marriage Grace Lane, Southlake, Tarrant County,TX 76092 LOT 1 R2, BLOCK 1, GATEWAY CHURCH-114 CAMPUS PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION Kirkwood Blvd. Striping Plan C=8 CL w Z) N O O N O N 7 (0 a N C >N 0 W z R, 0 0 w di Q z 0 Q J Parkhill w UU z LU 0 W Q Q :K MARRIAGE CLIENT XO MARRIAGE SOUTHLAKE, TX 76092 PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal DESCRIPTION ELECTRICAL SITE PLAN E=1 00 Q _00 N O N O N 0 0 0 0 o O O O O O O O O O O o 0 0 o O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 o O O O O O O O O O O o O O o 0 o O o O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o o O O O o O O O O O O O O o O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 o 1� o 0 0 0 0 0 0 o O O O O O O O O O O o 0 0 0 o O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 O O O O O O O O O o o O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 o O o o O O O O O O O O O O O O O O O O O O O O O 8 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O o O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o O O O o 0 0 0 0 0 0 0 o O O O O O O o O O O O O O O O O O O O O O O O O O O O O N M N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N O 1O O C OJ M N O O O O O .-I O O 1� O O 1� O O 1� 1� O 1� 1� 1�O 1�O 1�O 1�O O O O O O O O O O O O O O O O O O O O O O O rl ri O O O O O O rl ri rl O O O O O O O O O O O O O O O O O O O O O O O rl O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 1" 1"I 1�O O O 1�O O 1� 1� 1� O O 1� 1� O O O O O O O rl N O M r �, C O O O O O O O O rl rl rl ri rl fi rl ri O O rl ri rl ri rl O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O rl O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O �rl .-I W O O O .-I rl ri N N N N rl rl rl rl O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OI O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O C rl ri rl N M C l0 r OJ r r C M M M M M N rl ri O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O wR N O O O O O O O O O O O O O O O O O rl M N �� O N N N C W ri C rl O rl O O N M N N ri rl .-I O O O O O O O O O O O O O O O O O O O O O O O O o0 O O N t O O O O O O O O rl O O O O O O O O 1� 1� O O 1� O O O O O O O O O O O O N O O rl N .-I rl ri rl1 1M N N O O O O O O O 5 O O O O O O O O O O O O O O O O O O O O A ✓ O O rl rl .-I rl O O O O O O O O O O O O O O rl '`\�� JdO O�F�ry,® t ppG O M � C r � N l0 1p r C M M N N O O O O O O O O O O O O O O O O O O O O O O O O `Y ��9g99�' O rl rl rl N N N rl rl rl rl rl rl rl O O O O O O O O O O O O O O O O O O O O rl ri rl M lD 1p l0 M N rl 0G M ® y N C N l0 C Ol M d> 1�O 10 1� 1�cV rl ri rl O O O O O O O O O O O O O O O O O O O O O O • O rl N N N N rl ri N rl rl ri O O O O O O O O O O O O E SNG Ln O O O O O N N M N OJ O O OJ N C ri O .,�k G" 5 G_aQOR p O W N r OJ r N N O N M N r M M cql N rl rl O O O O O O O O O O O O O O � ~ O O O O rl rl N M W O M M N O W 1p N .� M N 0J �O N M M N O Ol N O N C N O O O O O O O O O 1 ri O O O O E �4' rl rl N N N N N rl N N N N N O O O O O O O O O O s O O O O ti ti ti M G' m N m \O M O M ti r r rl `S Lfl O N lfl 4\ N d' d' N Ol Ol r M rl ri O O O O O O O O O O O O O O rl ri rl rl O O O O rl ri rl N N N N rl rl fi N N N O O O O O O O O O O a�0.M O O O O rl fi N M C � O M r� lQJ C N rl 5_,.µ? �Gp PM G��YY'" M l0 l0 � r l0 l0 l0 r rl rl r N l0 l0 OJ rl ifl M N N O N OJ N N rl rl O O O O O O O O O O O O rl N N rl \% O O VY„"1 O O rl N rl rl rl rl rl N rl rl .-I N N N N N N N O O O O O O O O O O O ri rl N M C N N ul 4' N N rl O rl • M N N N M W r r O N N N rl O O M O O O O O O O O O O O O rl N N N N N 1�O .-I rl ri rl ri rl ri N rl N N N N N N O O O O O O O l�� • �w�w�wl�l�l� O O O O O O O O O M A�l'lb'O M N rl O o O C l 1 l O O O O F O O O N O O N N N ]y N N rl fi O O O O O O O O .-I rl N M d' OJ N OJ N M rl ri rl M OJ O N M Ol l0 O Ol Ol O� rl N •L��VVI OJ Ol OJ C O �O M N rl rl O O O O O O O O O O O O rl N �VN rl O O O O O O O O O N rl O O O rl rl rl rl rl rl R4 rl rl rl rl rl rl rl O O O O O O O O O O rl rl N M I N O C 1� N rl M l0 M r� N r OJ C C OJ rl r N O N M N rl rl r r O\ P C N rl rl O O O O O O O O O O O . N N N rl rl O O O rl ri N N• O O O OJ l0 r M N .-I .-I M N N • / mho M N M rl Ol tp �O O\ O M O O O O O O O O O O O N N M M M N 40 O O O O O O O O O O O O N O rl N N N N N N rl ri N rl O O O O O O N O O N M � M Ol 1p Ol Ol O OJ N l0 a' M N rl ri rl O .-I rl ri M C r M O G' OJ N CO N N C G' C N C N W Ol r M OJ C M rl ri O O O O O O O O O O N N M N O O O O O O O O O O O O O O rl ri rl ri O rl N N N N N N N rl ri ri rl ri rl fi O O O O O O O O O rl ti N M M r M O� N Ol OJ C Ol M N C N rl ri rl O O O rl ti N M C Ol l0 N r N LD W rl L4 N fi M ul N C rl Cl r C u1 r OJ M N rl O O O O O O O O O O O rl fi N N N N N rl O O O O O O O O O O O O O O O rl fi rl O O ri rl ri ri N N N N rl ri rl ri rl rl ri .-I O O O O O O O O rl ri N M C Ol O N r r l0 rl u� Cl C M N rl rl O O O 1� rl ri N N M l0� lD N OJ Ol C N W rl a' ifl a' rl r N r r ifl N OJ M .-I O O O O O O O O O O N N O O O O O O O O O O O O O O O OQ .� rl rl rl O O O rl .-I Ln N N N N rl ri rl I O O O O O O O O N J N O Ln O rl rl N M N M M M N O O O O N M .-I W W Ol N M O N Ol ifl N Ol M rl ri O O O O O O O O O rl N N N O O O O O O O O O O O O O O O O .-I O rl ri rl N N N N rl ri rl ri rl O O O O O O O O� O Ol r ifl M O l0 (•1 rl O O O O O O O O O O N N N N N rl O O O O O O O O O O O O O O O O O rl - rl ri rl fi rl N N N N N rl N N rl ri rl rl O O O O O O O E e O O N N O N O l0 N M N rl O 1�O O O O O rl ri N M C Ol O C r OJ N C r l0 M C C N rl O N OJ l0 N rl rl O O O O O O O O O O O O O O O O O O O O O rl ri rl ri rl N N N N N N N N n l N N N rl rl O O O O O O O O O rl rl ri M OJ O r C M N rl ri O O O O O O O O O O rl rl rl ri rl O O O O O O O O O O O O O O O O O O O O O O rl ri .-I .-I N N N N N N N N N O O O O O O O N O O rl M �O rl M O �Il M N O O O O O O O O O N l0 Ol M 1p � ifl r W Ol 01 CO Ol Ol N rl O � M • Ol G' N rl ri O O O O O O O O O O O rl ti ri rl .i O O O O O O O O O O O O O O O O O O O O O O rl ri N N N N N N N N N N N N N rl rl O O O O O O O O Ln N l0 Ol Ol l0 N N O O O O O r 1� N rl ri O 1�O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O rl fi Sri N N N N N N CV N N N N rl ri rl rl O O O O O O O O O O O O M C N N l0 l0 N C rl rl ri O O O O O O O O O O O O O rl N M 1� r Cl Ol rl C u� C Ol W r M M N rl rl O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O rl rl rl N N N N N rl ri rl rl O O O O O O O O O O O O O O O O rl ri N M M M N rl ri rl O O O O O O O O O O O O O O O O .-I N M ifl OJ • M .-I .-I W OJ M N N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O rl ri .-I rl ri .-I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O M 1p r l0 � 1p Ol N \O l0 �Il lD l0 �O N N G' O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O I I ri O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O rl ri N 1l M M M M M M C N C M N N N M M N N N N rl fi rl ti O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ® O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O rl rl ri N N N N N N M M rl ri rl ri rl ri rl rl ri rl O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O rl N N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O o 0 0 0 o O O O O O O O O O O O O O o o O O O O O O O O O O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o O o 0 0 0 o a o 0 0 0 0 o a o 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o o O O o 0 0 0 0 0 0 0 0 O O O O O O O O O O O o o O O O O O O O O O O O O O O O O O O o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 o O O O O O O O O O O O O O O o 0 0 0 0 0 0 o O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 o O o 0 o O o 0 GR AC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o LANE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O O O O O o o O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o ...................................................................... O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o ...................................................................... O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o o O O o 0 0 0 0 0 0 0 o O O O O O O O o O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o 0 0 0 000000000000000000000 ...................................................................... 0 0 o O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 o O o o O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O o o O O o O O O O O O o O O O O 00001 o1 o10001oa1ooa1o1 o1 o1 oo o1 o1 o 10001 o 1o1 000000000000000000000000 Luminaire Schedule Symbol Type Qty Manufacturer / Catalog Number Total Lumen Output Total Input Watts Light Lost Factor User Defined Factor AA 20 LITHONIA AS1-LED-42C-530-40K-SR3-MVOLT-SPA-BL30-DDBXD 7020 75 0.808 1.000 AA2 3 LITHONIA AS1-LED-42C-700-40K-SR5-MVOLT-SPA-BL30-DDBXD 18044 194 0.808 1.000 T BB 3 LUMENSCAPE FORMS SPL-36-2-T111-AS-001-AS 4444 40 0.808 1.000 0 CC 4 LANDSCAPE FORMS AE-SM-200-40K 262 8.887 0.808 1.000 Calculation Summary Calculation Grid Location Calc. Height(Ft.)-Units Avg Max Min Avg/Min PARKING+DRIVE Fc 1.83 2.9 0.4 4.58 LIGHTING LAYOUT NTS Parkhill MARRIAGE CLIENT XO MARRIAGE SOUTHLAKE, TX 76092 PROJECT NO. 8555.19 KEY PLAN 07/16/2021 Site Plan Submittal # DATE DESCRIPTION EXTERIOR LIGHTING LAYOUT E=1 01